Loading...
HomeMy WebLinkAboutADDENDUM 1 - 19-00727 - Spori Annex - Ceramic & Sculpture Labs Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu Addendum #001 January 14, 2020 Project: BYU-Idaho – Spori Annex 2019 Project No: 11513 A Sculpture and Ceramics Facility for University Academics To: Contractors bidding on the Spori Annex project From: Chad Alldredge, University Architect (208) 496-2659 Architecture & Construction Management Services Fax (208) 496-2653 213 University Operations Building Rexburg, Idaho 83460-8205 Attached: 1 Door Hardware, 3 Civil, 2 Landscape, 2 Architectural, 1 Mechanical, 1 Electrical Page(s): 12 including this cover page. This Addendum forms a part of the Contract Documents and modifies the original Bid Documents dated 27 November 2019 as noted below. Acknowledge receipt of this Addendum in the space provided in the lower part of page 2 of the Form of Proposal. Failure to do so may subject the Bidder to disqualification. I. CHANGES TO PRIOR ADDENDA: A N/A II. CHANGES TO BIDDING REQUIREMENTS: A Project Dates – clarification is given that construction at the project site cannot start until January 29, 2020. Equipment and materials submittals can proceed prior to that as it is anticipated a contract will be awarded shortly after the bid date. The project completion date is still October 31, 2020. III. CHANGES TO SPECIFICATIONS: A Section 08 87100 pages 16-17, Door Hardware: Add changes as indicated in RED on the attached sheet. B Section 33 3313 page 4, Sanitary Utility Sewerage: Add 3.4 B; Video recording of piping shall be provided to ensure field quality control as per 3.3 B. Failure to install pipe properly shall be cause for rejection and replacement of piping system at no additional cost to Owner. IV. CHANGES TO DRAWINGS: A Sheet C100, Civil Demo Sheet: The existing curb and gutter immediately north of the Clarke building will be removed as well as the asphalt all the way to the building on the east end of the north façade where two existing ADA stall currently are. Irrigation manhole demolished. Retaining wall with light pole and stairs with upper and lower landings to be preserved and protected. Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu B Sheet C102, Civil Grading Sheet: Sidewalk from the northeast man door out of the Clarke building to the east. Sidewalk south of existing mechanical enclosure continues east, but not go up to the mechanical enclosure wall. Sidewalk toward the southwest Spori Annex entry continues north to a new mechanical enclosure wall and gate and into a gated area for a dust collector to rest upon. Notes about fill. Slab at northeast Spori Annex entry extended south for bike rack. Slab outside of Mechanical Riser Room 116 is on east side not the west. C Sheet C103, Civil Utility and Concrete: Adjustments to area northeast of Clarke building. D Sheet L101, Landscape Planting Plan: Add plantings north of the Clarke building between the building and the driveway between the Clarke building and Spori Annex. E Sheet L102, Landscape Irrigation Plan: Add irrigation north of the Clarke building between the building and the driveway between the Clarke building and Spori Annex. Also, the triangle of existing lawn to the northwest of the Spori Annex parking lot and the mow strip north of the parking lot between the existing sidewalk and the 2nd South road. F Sheet AE100, Site Plan: Changes to the handrails, irrigation manhole, bike rack, parking sign, and notes. G Sheet AE602, Door Schedule & Details: Changes as indicated in RED on the attached door hardware sheet made to the Door Schedul and Door Hardware Schedule. H Sheet M1.1, Mechanical Floor Plan: Add duct smoke detector for unit shutdown, relocate transfer grill, add smoke damper to transfer grill with ceiling smoke detector each side within three feet, increase size of transfer grill. I Sheet E3.0, Fire Alarm Plan: Make connections to smoke detectors and dampers, provide relay and monitor modules and program. End of Addendum #001 Issued by: Chad Alldredge BYU-I Spori Annex VER 02, CHGS ONLY, 01-06-20 HW SET: 04 DOOR NUMBER: (INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING DOORS) 104A 118 3 EA HINGE 5BB1 4.5 X 4.5 NRP (OR AS REQ'D BY FRAME) 652 IVE 1 EA PASSAGE SET ND10S RHO 626AM SCH 1 EA WALL STOP WS406/407CCV 630 IVE 3 EA SILENCER SR64 (OR AS REQ'D BY FRAME) GRY IVE HW SET: 04.1 DOOR NUMBER: (INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING DOORS) 111 112A 112B 117C 3 EA HINGE 5BB1 4.5 X 4.5 NRP (OR AS REQ'D BY FRAME) 652 IVE 1 EA PASSAGE SET ND10S RHO 626AM SCH 1 EA SURFACE CLOSER 4040XP EDA MC 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 488SBK PSA BK ZER HW SET: 07 DOOR NUMBER: (INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING DOORS) 110B 113 115 119B 119C 3 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE 1 EA POWER TRANSFER EPT10  689 VON 1 EA ELEC CLASSROOM LOCK AD-300-CY-70-MTK-RHO-J 12/24 VDC (BY INTEGRATOR)  626 SCE 1 EA FSIC PERMANENT CORE EV 29 23-030 626 SCH 1 EA SURFACE CLOSER 4040XP EDA MC 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 488SBK PSA (DR 110B, 119B, & 119C ONLY) BK ZER 1 EA PANEL INTERFACE BY DIV 28 (BY INTEGRATOR)  B/O POWER SUPPLY BY DIV 28 B/O CARD OR KEYPAD IN. USER PRESENTS CREDENTIAL, LOCKSET LEVER RELEASES, USER OPENS DOOR TO ENTER. DOOR POSITION AND REQUEST TO EXIT IS INTEGRAL TO THE LOCK. HV A C HV A C HV A C HV A C W 2 N D S S 1ST E W.V. W.V. W.V . W.V. W.V . W.V . 2 2 2 2 1 1 1 1 1 11 3 3 3 3 4 3 3 3 3 1 1 1 1 4 4 4 4 4 4 1 1 1 5 5 5 1 1 6 6 6 1 7 7 7 7 7 7 7 7 7 7 7 6 6 5 5 5 3 NEW PROPOSED STEAM LINE WO M E N ' S RES T R O O M 101 MEN ' S RE S T R O O M 101 OF F I C E 10 1 OFF I C E 10 1 FO Y E R 101 WE S T E N T R Y 101 EA S T E N T R Y 101 HA L L W A Y 101 MEC H . CH A S E 10 1 ME C H A N I C A L & E L E C T R I C A L RO O M 101 CER A M I C S CLA S S R O O M 101 SC U L P T U R E CL A S S R O O M 101 FO U N D R Y , F O R G E , & W E L D I N G A R E A 101 WO O D S H O P 101 HAL L W A Y 101 DAT A RO O M 101 OUT D O O R RAK U K I L N A R E A 101 DA M P RO O M 101 GLA Z I N G RO O M 101 KILN ROO M 101 CLA Y M I X I N G & D R Y S T O R A G E 10 1 CLA Y ST O R A G E 101 PL A S T E R AR E A 101 FUR N I T U R E STO R A G E 101 TO O L RO O M 101 B.F . A . STU D I O 101 HAL L W A Y 10 1 CU S T O D I A L RO O M 101 4 4 4 4 4 4 4 4 4 4444 44 4 4 4 4 4 4 4 4 4 4 4 4 1 2 3 4 5 6 7 NOTE: 1.CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3.ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ. 4.ENSURE 18'' MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ. 6.CONTRACTOR TO VERIFY A MIN. OF 24" PIT RUN FOR ASPHALT AREA. 7.ANY ASPHALT AND ROAD BASE AREA THAT IS REMOVED AND REPLACED WITH LANDSCAPE WILL NEED A MIN. OF 12" TOPSOIL FOR PLANTING. 8.ALL LANDSCAPE TP BE DONE PER THE LANDSCAPE PLAN. SC SC SC SC W.V. REMOVE AND REPLACE EXISTING MANHOLE R4.00' 24.00' 8.00'17.00' 2778.88' REMOVE EXISTING CURB AND CONCRETE REMOVE EXISTING ASPHALT IN CROSS HATCHED AREA REMOVE AND REPLACE EXISTING STEAM LINE FROM CAP IN DEMOLITION PLAN TO EXISTING VAULT OUTSIDE OF SPORI SEE MECHANICAL PLAN FOR DETAILS RETAIN AND PROTECT REMOVE EXISTING STORM DRAIN SYSTEM REMOVE EXISTING LANDSCAPING TO TOP OF SUB GRADE SAW CUT AND REPAIR SAW CUT AT NEAREST JOINT EXISTING STEAM VAULT PROJECT NAME: SHEET NAME: NO.DESCRIPTION DATE Barry Bame bbame@connectengr.com 208-757-7514 OF C100 SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE Blake Jolley 10569PROJECT NO: DOCUMENT STATUS STATUS DATE ©2019 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 ARCHITECTURAL Brigham Young University - Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501 ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439 LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com BR I G H A M Y O U N G UN I V E R S I T Y - I D A H O SP O R I A N N E X CI V I L DE M O SH E E T 8.00' REMOVE EXISTING IRRIGATION MANHOLE AND REPLACE WITH REGULAR IRRIGATION BOX. 1/13/2020 W 2 N D S S 1ST E W.V . -3.84% -4.01% -3.57% -1.99% 4 8 8 7 4 8 8 6 4 8 8 5 4 8 8 4 4 8 9 1 4 8 8 9 4 8 9 4 4 8 9 3 4 8 9 6 48 9 5 -4.21% -4.93% -3.76% -2.85% -2. 4 7 % -2 . 4 0 % -1.92% 4 8 9 4 4890 4887 48 8 5 48 8 5 48 8 4 48 8 7 48 8 6 48 8 8 48 9 5 48 9 4 48 9 3 48 9 2 48 8 8 4 8 9 0 4 8 9 2 -4.61% 4 8 8 8 4 8 8 9 4 8 9 0 488 6 WO M E N ' S RES T R O O M 101 MEN ' S RES T R O O M 10 1 OF F I C E 101 OF F I C E 101 FO Y E R 101 WES T E N T R Y 10 1 EA S T E N T R Y 10 1 HAL L W A Y 101 MEC H . CH A S E 10 1 ME C H A N I C A L & E L E C T R I C A L RO O M 101 CE R A M I C S CLA S S R O O M 10 1 SC U L P T U R E CLA S S R O O M 101 FO U N D R Y , F O R G E , & W E L D I N G A R E A 10 1 WO O D S H O P 10 1 HAL L W A Y 10 1 DAT A RO O M 10 1 OU T D O O R RAK U K I L N A R E A 101 DA M P RO O M 10 1 GLA Z I N G RO O M 101 KIL N RO O M 101 CL A Y M I X I N G & D R Y S T O R A G E 101 CLA Y STO R A G E 10 1 PLA S T E R AR E A 101 FU R N I T U R E STO R A G E 10 1 TO O L RO O M 10 1 B.F . A . ST U D I O 101 HA L L W A Y 10 1 CUS T O D I A L RO O M 101 -2.74 % -3.36% -3.00% -4. 8 9 % -5.06% - 4 . 9 5 % 4896.00 FF 4893.28 TBC-PI 4896.00 TSW-PI 4889.82 TBC-PI 4882.95 TBC-PI-LP 4883.04 TBC-PI 4883.12 TBC-PI 4884.70 TBC-PI 4885.10 TBC-PC 4896.73 TBC-PI 4886.35 TBC-PI 4891.11 TBC-PI 4890.89 TBC-PI 4885.98 TBC-PI 4890.70 TBC-PI 4896.63 TBC-PI 4894.12 TSW-ADA-BEGIN 4896.00 TSW-PI 4896.22 TBC-PI 4893.38 TSW 4895.81 TSW-PC 4895.90 TSW-PC 4896.00 TSW-PC 4895.90 TSW-PI 4894.10 TSW 4896.55 TBC-PC 4890.04 TSW-ADA-BEGIN 4892.05 TSW-ADA-BEGIN 4893.95 TSW-ADA-END 4894.48 TSW-ADA-BEGIN 4894.80 TSW-PI 4895.74 TSW-ADA-END 4892.21 TSW-ADA-BEGIN 4894.91 TBC-PC 4890.10 TSW-PC 4890.15 TSW-PC 4890.39 TSW-PC 4890.34 TSW-PC 4889.09 TSW-MATCH 4889.91 TSW-PC 4888.05 TSW-PC 4884.76 TSW-PC 4885.00 TSW-PI 4885.26 TSW-MATCH 4883.93 TSW-MATCH 4884.21 TSW-PC 4884.48 TBC-PC 4884.36 TSW-PC 4883.85 TSW-PC 4883.63 TSW-PC 4883.02 TSW-PC 4882.00 TSW-MATCH 4882.47 TSW-MATCH 4890.42 TSW-PC 4890.58 TSW 4890.87 TSW 4890.54 TSW-PC 4890.62 TSW-MATCH 4895.90 TSW-ADA-END 4891.92 TSW-PI 4892.08 TSW-PI 4891.92 TSW-PI 4892.14 TSW-PI 4892.13 TSW-MATCH 4891.92 TSW-MATCH 4891.03 TSW-PC 4896.00 TSW-PI 4896.00 TSW-PI 4894.04 VG-PI 4894.04 VG-PI 4893.92 VG-BTM 4894.27 VG-BTM 4891.57 TSW-PC 4890.18 TSW-PC 4895.99 TSW-PC 4895.97 TSW-PC 4895.42 TBC-PC 4895.38 TBC-PC 4896.00 TSW-PC 4890.25 TSW-MATCH 4890.11 TSW-PC 4889.78 TSW-PC 4893.90 TSW-PI 4889.78 TSW-MATCH 4889.54 TSW-MATCH 4888.87 TSW-MATCH 4893.96 TBC 4895.73 TSW 4894.36 TBC 4894.46 TBC 4894.93 TBC 4896.11 TBC-PI 4895.69 TSW-PC 4891.80 TBC-PI 4891.80 GB 4891.89 TSW-ADA-END 4892.06 TSW 4898.77 TOP 4885.56 TBC-PC 4886.50 TOP 4885.00 TOP 4895.73 TSW 4895.90 TSW-PI 4894.55 TOA-MATCH 4894.60 TOA-MATCH 4894.65 TOA-MATCH 4894.31 TOA-MATCH 4892.12 TBC-PI 4893.65 TBC-PI 4895.61 TBC-PI 4891.13 TBC-MATCH 4893.66 TBC-MATCH 4892.34 TBC-PC 4893.57 TBC-PC 4896.47 TBC-PC 4895.69 TSW-PC 4897.70 TSW-PC 4897.50 TSW-MATCH 4894.33 VG-PI 4895.94 TSW-PC 4895.92 TSW-PC 4894.92 TBC END 4895.72 TBC-PC 4895.38 TBC END 4897.17 TBC-PC 4897.13 TBC 4896.60 TBC-PC 4898.12 TBC-PC ??? TBC-PC 4898.75 TBC-PC 4897.31 TBC-PC 4895.58 TSW-PC 4895.54 TSW-PC 4895.23 TSW-PC 4895.37 TSW-PC 4895.08 TSW-PC 4894.96 TSW-PC 4894.34 VG-PI 4893.50 TOP 4896.64 TOP 4897.34 TBC-PI 4885.85 TBC-PI 4885.98 TBC-PI 4882.74 TSW-PC 4882.70 TSW-PC 4897.34 TBC-PI-HP 4896.84 TBC 4895.76 TBC 4897.07 TBC-PI-LP 4897.09 TBC-PI 4897.12 TBC-MATCH 4896.58 TBC END 4897.11 TBC-PC 4894.92 TBC-PC 4894.84 TBC-LP 4895.61 TBC-PI 4894.96 TBC NOTE: 1.CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3.ENSURE 10' MINIMUM CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. 4.ENSURE 18'' MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS 5.CONTRACTOR TO VERIFY EXISTING SERVICES AND INSTALL IF NOT EXISTING. 6.CONTRACTOR TO VERIFY A MIN. OF 24" PIT RUN FOR ASPHALT AREA. 7.ANY ASPHALT AND ROAD BASE AREA THAT IS REMOVED AND REPLACED WITH LANDSCAPE WILL NEED A MIN. OF 12" TOPSOIL FOR PLANTING. 8.ALL LANDSCAPE TP BE DONE PER THE LANDSCAPE PLAN. PARKING LOT SECTION 4" DEPTH CRUSHED 34" MINUS AGGREGATE LEVELING COURSE COMPACTED TO 95% ASTM D698 24" MIN. DEPTH UNCRUSHED AGGREGATE SUBBASE COURSE COMPACTED TO 95% ASTM D698 SUBGRADE EARTH COMPACTED TO 95% ASTM D698 3" DEPTH ASPHALT PLANT MIX STORM WATER INFORMATION: PRECIPITATION FACTOR: 0.90 INTENSITY: 1.0" PARKING LOT AREA: 37,800 SQ. FT. BUILDING AREA: 9,350 SQ. FT. TOTAL AREA: 47,150 SQ. FT. BUILDING VOLUME DIRECTED TO EXISTING BYUI STORM SYSTEM: 695 CU. FT. PARKING LOT AREA DIRECTED TO THE CITY SYSTEM WITH SLOW RELEASE: 2,810 CU. FT. TOTAL SITE VOLUME: 3,505 CU. FT. PROPOSED BUILDING: FF: 4896.00' LEGEND EXISTING CATCH BASIN EXISTING FIRE HYDRANT EXISTING LIGHT POLE EXISTING WATER VALVE EXISTING SANITARY SEWER MANHOLE EXIST. CURB & GUTTER PROPERTY LINE GRADE BREAK SAW CUT STREET RIGHT-OF-WAY (ROW) EASEMENT LINE EXIST. FENCE LINE EXISTING UNDERGROUND POWER EXISTING SANITARY SEWER LINE EXISTING WATER LINE EXISTING GAS SERVICE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING CONCRETE RETAIN AND PROTECT LANDSCAPING EXISTING BUILDING RETAIN AND PROTECT EXISTING ASPHALT EXISTING STORM DRAIN MANHOLE EXISTING 12" STORM DRAIN EXISTING POWER POLE SC SC SC SC EXISTING STEAM CONDUIT EXISTING IRRIGATION HVAC HVAC EXISTING HVAC W.V. PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED GAS LINE PROJECT NAME: SHEET NAME: NO.DESCRIPTION DATE Barry Bame bbame@connectengr.com 208-757-7514 OF C102 SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE Blake Jolley 10569PROJECT NO: DOCUMENT STATUS STATUS DATE ©2019 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 ARCHITECTURAL Brigham Young University - Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501 ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439 LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com BR I G H A M Y O U N G UN I V E R S I T Y - I D A H O SP O R I A N N E X CI V I L GR A D I N G SH E E T GEOTEXTILE (SUBGRADE SEP. CL. 2) CURB CUT FOR APPROACH AS NEEDED AND REPLACE CONCRETE WALK TO MATCH. 24.00' TBC-TBC 24.00' TBC-TBC37.00' TBC-TBC 1/13/2020 HV A C HV A C HV A C HV A C W 2 N D S S 1ST E W.V. W.V. W.V . W.V. W.V. W.V . SD CB #1 GRATE:4882.45 N INV OUT:4879.25 EX SD MH 1 GRATE:4893.55 N INV OUT:4887.62 PROPOSED SSMH Rim:4894.41 SD MH 1 Rim:4878.36 INV IN:4875.36 INV OUT:4875.36 SC SC SC SC SCSC SC SC SC Install 48' of 12" ADS N 12 Storm Pipe @ 5.12% 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 4 4 5 5 5 2 7 9 9 9 9 9 9 9 10 10 10 10 1010 10 11 11 11 13 13 14 14 14 14 14 14 14 14 14 14 15 15 16 16 16 13 17 17 18 20 14 55 55 5 1 14 21 5 22 22 22 22 22 22 22 22 8 23 23 23 23 23 6 24 25 25 25 3 3 3 3 3 19 3 3 22 2 19 5 5 14 20 12 99 1 Install 235' of 12" ADS N 12 Storm Pipe @ 3.47% EX SD MH 2 Rim:4873.10 INV IN:4867.20 6 55 5 1 SC SC SC SC SC SC SC SC SC SCSC SC SC SC SC SC SC SC SC SC STORM WATER VUALT GRATE:4881.66 S INV IN:4878.39 N INV OUT:4877.83 Install 23' of 12" ADS N 12 Storm Pipe @ 3.81% 5 SD CB #2 GRATE:-2.50 N INV OUT:-4.17 Install 100' of 12" ADS N 12 Storm Pipe @ -3.33% Install 126' of 24" ADS N 12 Storm Pipe @ 0.05%Install 82' of 24" ADS N 12 Storm Pipe @ 0.05%Install 126' of 24" ADS N 12 Storm Pipe @ 0.05%Install 126' of 24" ADS N 12 Storm Pipe @ -0.05%Install 126' of 24" ADS N 12 Storm Pipe @ 0.05%Install 126' of 24" ADS N 12 Storm Pipe @ 0.05%Install 126' of 24" ADS N 12 Storm Pipe @ 0.05% 5 26 26 1 1 27 21 8 WO M E N ' S RES T R O O M 101 MEN ' S RES T R O O M 10 1 OF F I C E 101 OF F I C E 101 FO Y E R 101 WES T E N T R Y 101 EA S T E N T R Y 10 1 HAL L W A Y 101 MEC H . CH A S E 101 ME C H A N I C A L & E L E C T R I C A L RO O M 101 CE R A M I C S CLA S S R O O M 10 1 SC U L P T U R E CLA S S R O O M 101 FO U N D R Y , F O R G E , & W E L D I N G A R E A 10 1 WO O D S H O P 10 1 HAL L W A Y 10 1 DAT A RO O M 10 1 OU T D O O R RAK U K I L N A R E A 101 DA M P RO O M 101 GLA Z I N G RO O M 101 KIL N RO O M 101 CL A Y M I X I N G & D R Y S T O R A G E 101 CLA Y STO R A G E 10 1 PLA S T E R AR E A 101 FUR N I T U R E STO R A G E 10 1 TO O L RO O M 10 1 B.F . A . ST U D I O 101 HA L L W A Y 10 1 CUS T O D I A L RO O M 101 9 10 10 10 1 1 1 1 1717 17171717 17 11 1 9 9 9 9 9 10 1 3 28 28 EX. SD CB #3 GRATE: 4896.57 INV: 4893.52 GRATE: 4897.22 GRATE: 4893.59 GRATE: 4890.11 GRATE: 4889.13 GRATE: 4884.74 GRATE: 4882.44 GRATE: 4878.63 GRATE: 4894.56 EX. SD CB #2 GRATE: 4892.25 INV: 4891.25 EX. SD MH #2 GRATE: 4897.06 INV IN (E): 4892.31 INV OUT (W): 4892.21 3 1429 3 2 6 8 4 7 10 11 9 12 13 14 15 16 5 1 17 18 19 20 21 22 24 25 23 26 27 28 29 NOTE: 1.CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3.ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ. 4.ENSURE 18'' MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ. 5.ALL STRIPING TO BE INSTALLED PER MUTCD STANDARDS. 6.CONTRACTOR TO VERIFY A MIN. OF 24" PIT RUN FOR ASPHALT AREA. 7.ANY ASPHALT AND ROAD BASE AREA THAT IS REMOVED AND REPLACED WITH LANDSCAPE WILL NEED A MIN. OF 12" TOPSOIL FOR PLANTING. 8.ALL LANDSCAPE TP BE DONE PER THE LANDSCAPE PLAN. 0101-01 RETAIN AND PROTECT EXISTING UTILITY 0101-03 RETAIN AND PROTECT EXISTING ASPHALT AND CONCRETE 0201.4.1.E.1-01 REMOVE EXISTING UTILITY 0706.4.1.A.5-01 INSTALL STANDARD 6" CATCH CURB AND GUTTER PER ISPWC-701 0101-02 RETAIN AND PROTECT EXISTING TREE SC SC SC SC W.V. 0201.4.1.F.1-01 SAW CUT, REMOVE AND REPAIR OF EXISTING CONCRETE OR ASPHALT 0602.4.1.F.1-01 INSTALL CATCH BASIN TYPE I PER ISPWC SD 601 0602.4.1.B.1-02 INSTALL STORM VAULT WITH SLIDE GATE PER DETAIL ON SHEET C101 0602.4.1.A.1-01 INSTALL STORM DRAIN MANHOLE TYPE A PER ISPWC 612 0706.4.1.A.5-02 INSTALL 6" LIP DOWN CURB AND GUTTER PER DETAIL ON SHEET C101 0706.4.1.A.5-03 INSTALL 2.5' CATCH CURB AND GUTTER PER ISPWC 701 0706.4.1.D.1-01 INSTALL CONCRETE STEPS REFER TO AE 502 DETAILS 2, 3, AND 5 0706.4.1.E.1-04 INSTALL 4" CONCRETE SIDEWALK PER ISPWC PER ISPWC SD-709 W/ HEAT MELT IN WALK SEE MECHANICAL PLANS FOR DETAILS 0706.4.1.B.1-01 INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ISPWC SD 708 0706.4.1.H.1-01 INSTALL CONCRETE PEDESTRIAN RAMP INCLUDING RAILING PER ADA STANDARD 0706.4.1.H.1-02 INSTALL PEDESTRIAN RAMP WITH DETECTABLE WARNING DOMES PER ADA STANDARDS 0504.4.1.B.1-04 INSTALL 4" SDR 35 SANITARY SEWER SERVICE @ 2% 2030.4.1.D.1-01 INSTALL STEAM LINE. SEE MECHANICAL FOR DETAILS. 2030.4.1.D.1-02 INSTALL GAS SERVICE LINE TIE INTO ROOF DRAINS SEE MECHANICAL PLANS FOR DETAILS TIE INTO ROOF DRAINS SEE MECHANICAL PLANS FOR DETAILS REMOVE EXISTING STORM PIPE AND STRUCTURES REMOVE AND REPLACE EXISTING MANHOLE PROPOSED MOTORCYCLE PARKING 0706.4.1.A.6-01 INSTALL PRIVATE MONUMENT SIGN. SEE LANDSCAPE DESIGN. 24.00' TYP. 8.00' 8.00' 17.00' 138.94' 1102.4.1.A.1-01 INSTALL STREET LIGHT PER BYU-I STANDARDS SEE ELECTRICAL PLANS FOR DETAILS 2050.4.1.A.1-01 INSTALL TREE SEE LANDSCAPE PLANS FOR DETAILS 0404.4.1.A.1-02 INSTALL 2" WATER SERVICE AND INTERIOR METER PIT LANDSCAPE ROCK (SEE LANDSCAPE DESIGN) 0706.4.1.E.1-02 INSTALL 2' WIDE CONCRETE APRON PER DETAIL ON SHEET C101 TIE INTO EXISTING STEAM VAULT 2030.4.1.D.1-03 INSTALL GAS METER PER INTERMOUNTAIN GAS GUIDLINES SAW CUT AT NEAREST JOINT ADA LANDING ADA LANDING ADA LANDING SAW CUT AND REMOVE EXISTING CURB CUT AND REPLACE CURB @ ENTRANCE WITH REGULAR HIGH BACK CURB TO MATCH EXISTING GRADE PROJECT NAME: SHEET NAME: NO.DESCRIPTION DATE Barry Bame bbame@connectengr.com 208-757-7514 OF C103 SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE Blake Jolley 10569PROJECT NO: DOCUMENT STATUS STATUS DATE ©2019 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 ARCHITECTURAL Brigham Young University - Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501 ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439 LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com BR I G H A M Y O U N G UN I V E R S I T Y - I D A H O SP O R I A N N E X CI V I L UT I L I T Y A N D CO N C E T E INSTALL 12" BY 24" ADS N 12 TEE INSTALL 12" BY 24" ADS N 12 TEE INSTALL 4" CLEANOUT PORT 1104.4.1.A.1-01 INSTALL PAVEMENT MARKINGS PER MUTCD STANDARDS 0706.4.1.F.1-01 INSTALL APPROACH PER ISPWC SD710-B CURB CUT FOR APPROACH AS NEEDED AND REPLACE CONCRETE WALK TO MATCH. ADD GRADE RINGS TO RAISE TO V.G. BTM ELEVATION ON SHEET C102 0706.4.1.A.5-05 INSTALL CURB TERMINUS PER ISPWC SD-707 24.00' TBC-TBC 24.00' TBC-TBC37.00' TBC-TBC 20.00' TYP. 10.00' TYP. REMOVE EXISTING IRRIGATION MANHOLE AND REPLACE WITH REGULAR IRRIGATION BOX. 4" THICK BY 5' BY 7' CONCRETE FOR BICYCLE RACK. RACK TO BE 2' FROM EDGE OF SLAB AND 5' IN LENGTH. 0706.4.1.E.1-08 INSTALL THICKENED EDGE CONCRETE SIDEWALK PER DETAIL ON SHEET C101 1/13/2020 S C A L E : 1 " = 2 0 ' - 0 " - 2 4 " x 3 6 " s h e e t s i z e I L C E N S E D L A N D S C A P E A RCHITECT S T A T E O F I D A H O DAV I D V A N W E A V E R L A - 7 6 * * 0 2 0 4 0 6 0 8 0 1 0 0 LANDSCAPE ARCHITECTURE - LAND PLANNING 1605 SOUTH WOODRUFF AVENUE IDAHO FALLS, IDAHO 83404 (208)529-9504 COPYRIGHT WEAVER& ASSOCIATES PA DESIGN AND DRAWING NOT TO BE USED WITHOUT THE WRITTEN PERMISSION OF WEAVER & ASSOCIATES PA THE PROFESSIONAL SERVICES OF WEAVER & ASSOCIATES PA ARE UNDERTAKEN FOR AND PERFORMED IN THE INTEREST OF THE OWNER. NO CONTRACTUAL OBLIGATION IS ASSUMED BY WEAVER & ASSOCIATES PA FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT WEAVER & ASSOCIATES PA 0 1 - 0 8 - 2 0 W e a v e r & A s s o c i a t e s P A w e a v e r l a n d s c a p e @ g m a i l . c o m ( 2 0 8 ) 5 2 9 - 9 5 0 4 W E A V E R P R O J E C T N A M E : S H E E T N A M E : N O . D E S C R I P T I O N D A T E O F S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : A B12 3 C D 4 5 R E V I S I O N S C H E D U L E 1 1 5 1 3 P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E 1 1 - 2 7 - 1 9 B I D D O C U M E N T S © 2 0 1 9 B Y U - I D A H O 5 2 5 S O U T H C E N T E R S T R E E T R E X B U R G , I D A H O , 8 3 4 6 0 BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX K-4989-RFRESHMANC_URINALSVITREOUS CHINA SPORIMOPSINK S 1 S T E W.V.CL A R K E C I V I L E N G I N E E R C o n n e c t E n g i n e e r i n g 1 1 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 C o n t a c t : B l a k e J o l l e y b j o l l e y @ c o n n e c t e n g r . c o m ( 2 0 8 ) 6 8 1 - 8 5 9 0 S T R U C T U R A L E N G I N E E R T a n n e r B a r f u s s S t r u c t u r a l E n g i n e e r i n g 2 3 3 N 1 2 5 0 W # 2 0 1 C e n t e r v i l l e , U T 8 4 1 0 4 C o n t a c t : D o n B a r f u s s d b a r f u s s @ t b s e . u s ( 8 0 1 ) 2 9 8 - 8 7 9 5 A R C H I T E C T U R A L B r i g h a m Y o u n g U n i v e r s i t y - I d a h o 5 2 5 S o u t h C e n t e r S t r e e t 2 1 3 U n i v e r s i t y O p e r a t i o n s B u i l d i n g R e x b u r g , I D 8 3 4 6 0 - 8 2 0 5 C o n t a c t : C h a d A l l d r e d g e a l l d r e d g e c @ b y u i . e d u ( 2 0 8 ) 4 9 6 - 2 6 5 9 M E C H A N I C A L E N G I N E E R E n g i n e e r e d S y s t e m s A s s o c i a t e s 1 1 3 5 E a s t C e n t e r S t r e e t P o c a t e l l o , I D 8 3 2 0 4 C o n t a c t : D w a n e S u d w e e k s d c s @ e n g s y s t e m s . c o m ( 2 0 8 ) 2 3 3 - 0 5 0 1 E L E C T R I C A L E N G I N E E R P a y n e E n g i n e e r i n g I N C . 1 8 2 3 E a s t C e n t e r S t r e e t P o c a t e l l o , I D 8 3 2 0 1 C o n t a c t : T o d d P a y n e p a y n e e n g i n e e r i n g @ g m a i l . c o m ( 2 0 8 ) 2 3 2 - 4 4 3 9 L A N D S C A P E D E S I G N E R W e a v e r & A s s o c i a t e s 1 6 0 5 S W o o d r u f f A v e n u e I d a h o F a l l s , I D 8 3 4 0 4 C o n t a c t : D a v e W e a v e r w e a v e r l a n d s c a p e @ g m a i l . c o m 1 R E V I S E N O T E 1 0 / L 1 0 2 1 2 - 0 4 - 1 9 2 M I R R O R B U I L D I N G 1 2 - 1 0 - 1 9 3 C L A R K L A N D S C A P I N G 0 1 - 0 8 - 2 0 L A N D S C A P E P L A N T I N G P L A N M I N I M U M A R E A L E G E N D O F N E W B L U E G R A S S A R E A O F A N N U A L P L A N T I N G S A n n u a l p l a n t i n g s b y o w n e r ; s o i l i n p l a n t i n g a r e a b y c o n t r a c t o r . N O T E S : 1 . 0 1 - 0 7 - 2 0 N e w s o d d e d l a w n s h o w n s h a l l b e K e n t u c k y B l u e g r a s s s o d . S e e s i t e , m e c h a n i c a l , e l e c t r i c a l a n d s p r i n k l e r p l a n s f o r i n f o r m a t i o n a b o u t o t h e r w o r k . 2 . 3 . 4 . n e w b l u e g r a s s s o d d e d l a w n t o r e p a i r d a m a g e . U s e s o d c u t t e r t o c u t e x i s t i n g R e p a i r d a m a g e t o e x i s t i n g l a w n s c a u s e d b y c o n s t r u c t i o n . U s e n e w t o p s o i l a n d l a w n s a n d t o f o r m j o i n t f o r p a t c h i n g w i t h n e w s o d . Landscape Planting Plan O F L 1 0 1 9 5 9 T o t a l S h e e t s AR G S P I QM T G C E F J K 5/G1 22/G2 3 0 / G 3 3/G4 36/G6 13/G7 A R E A O F 3 " M I N E R A L M U L C H G S G S G S G S M P I TGQMTG T G A R P I P I GSG KKKIII E J A D A A I I F F F F F K F F F F F F M M M M M M H TG TG K EE CS C S 7 7 0 / G 8 GG I I G S G S S O D D E D L A W N B LLL L L L L L L A J J J J 31/G8 J 3/G4 12/G513/G7 17/G1 36/G1 8/G512/G7 12/G718/G2 28/G6 EXISTINGLAWNEXISTINGLAWNEXISTINGLAWNEXISTINGLAWN EXISTINGLAWNEXISTINGLAWN EXISTINGLAWNEXISTINGTREE, TYPMMMMMMMMMMMMIIIMMMMMMMMMM M M M M M M M M M M M M M A A A R R E M O V E E X I S T I N G C O N C R E T E M A N H O L E P L A N T L I S T Q u a n t K e y B o t a n i c a l N a m e C o m m o n N a m e S i z e T R E E S 3 A R A c e r r u b r u m ' A r m s t r o n g G o l d ' A r m s t r o n g G o l d M a p l e 2 " B & B 2 C S C r a t a e g u s x m o r d e n s i s ' S n o w b i r d ' S n o w b i r d H a w t h o r n e 2 " B & B 8 G S G l e d i t s i a t r i a c a n t h o s ' S k y l i n e ' S k y l i n e H o n e y l o c u s t 2 " B & B 4 P I P i n u s n i g r a A u s t r i a n P i n e 6 ' - 8 ' B & B 2 Q M Q u e r c u s x m a c r o c a r p a ' H e r i t a g e ' H e r i t a g e B u r O a k 2 " B & B 6 T G T i l i a c o r d a t a ' G r e e n s p i r e ' G r e e n s p i r e L i n d e n 2 " B & B S H R U B S 6 A C o r n u s a l b a ' I v o r y H a l o ' V a r i e g a t e d T a t a r i a n D o g w o o d 5 g a l . 1 8 - 2 4 " 1 B E u o n y m u s a l a t a ' C o m p a c t a ' D w a r f W i n g e d E u o n y m u s 5 g a l . 1 8 - 2 4 " 1 C F o r s y t h i a x i n t e r m e d i a ' S p r i n g G l o r y ' D o u b l e P l a y F o r s y t h i a 5 g a l . 1 8 - 2 4 " 1 D P h y s o c a r p u s o p u l i f o l i u s ' D i a b l o ' D i a b l o N i n e b a r k 5 g a l . 4 E R o s a ' D o u b l e R e d K n o c k o u t ' D o u b l e R e d K n o c k o u t R o s e 3 g a l . 1 2 F R o s a ' D o u b l e P i n k K n o c k o u t ' D o u b l e P i n k K n o c k o u t R o s e 2 g a l . 1 2 - 1 8 " 3 G R o s a ' R a i n b o w K n o c k o u t ' R a i n b o w K n o c k o u t R o s e 2 g a l . 1 2 - 1 8 " 1 H R o s a ' S u n n y K n o c k o u t ' S u n n y K n o c k o u t R o s e 2 g a l . 1 2 - 1 8 " 1 0 I S p i r a e a b u m a l d a ' A n t h o n y W a t e r e r ' A n t h o n y W a t e r e r S p i r a e a 5 g a l . 1 2 - 1 8 " 7 J S p i r a e a b u m a l d a ' G o l d F l a m e ' G o l d F l a m e S p i r a e a 5 g a l . 1 2 - 1 8 " 6 K S p i r a e a b e t u l i f o l i a ' T o r ' T o r B i r c h l e a f S p i r a e a 5 g a l . 1 2 - 1 8 " 9 L S p i r a e a m e d i a ' B l u e K a z o o ' B l u e K a z o o S p i r a e a 5 g a l . 1 2 - 1 8 " 4 2 M T a x u s x - m e d i a ' D a r k G r e e n S p r e a d e r ' D a r k G r e e n S p r e a d i n g Y e w 5 g a l . 1 8 - 2 4 " G R O U N D C O V E R 5 8 G 1 D e l p h i n i u m g r a n d i f l o r u m ' S u m m e r M o r n i n g ' S u m m e r M o r n i n g D e l p h i n i u m 1 g a l . 4 0 G 2 E c h i n a c e a p u r p u r e a P u r p l e C o n e f l o w e r 4 " p o t . 3 0 G 3 G a i l l a r d i a x - g r a n d i f l o r a ' A r i z o n a S u n ' A r i z o n a S u n B l a n k e t F l o w e r 1 g a l . 6 G 4 H e l i c t o t r i c h o n s e m p e r v i r e n s ' S a p p h i r e ' S a p p h i r e B l u e O a t G r a s s 1 g a l . 2 0 G 5 P e n s t e m o n ' D a r k T o w e r s ' D a r k T o w e r s P e n s t e m o n 1 g a l . 6 4 G 6 S a l v i a ' F a s h i o n i s t a S w e e t P e t i t e ' S w e e t P e t i t e S a g e 1 . g a l . 5 0 G 7 V e r o n i c a l o n g i f o l i a ' F i r s t L a d y ' F i r s t L a d y S p e e d w e l l 1 g a l . 8 0 1 G 8 V i n c a m i n o r D w a r f P e r i w i n k l e 4 " p o t . M i n e r a l m u l c h s h a l l b e e q u a l t o 1 - 1 / 4 " - 1 / 1 2 " B l a c k a n d T a n a v a i l a b l e f r o m W o l v e r i n e M u l c h . 5 . S C A L E : 1 " = 2 0 ' - 0 " - 2 4 " x 3 6 " s h e e t s i z e I L C E N S E D L A N D S C A P E A RCHITECT S T A T E O F I D A H O DAV I D V A N W E A V E R L A - 7 6 * * 0 2 0 4 0 6 0 8 0 1 0 0 LANDSCAPE ARCHITECTURE - LAND PLANNING 1605 SOUTH WOODRUFF AVENUE IDAHO FALLS, IDAHO 83404 (208)529-9504 COPYRIGHT WEAVER& ASSOCIATES PA DESIGN AND DRAWING NOT TO BE USED WITHOUT THE WRITTEN PERMISSION OF WEAVER & ASSOCIATES PA THE PROFESSIONAL SERVICES OF WEAVER & ASSOCIATES PA ARE UNDERTAKEN FOR AND PERFORMED IN THE INTEREST OF THE OWNER. NO CONTRACTUAL OBLIGATION IS ASSUMED BY WEAVER & ASSOCIATES PA FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT WEAVER & ASSOCIATES PA 0 1 - 0 8 - 2 0 W e a v e r & A s s o c i a t e s P A w e a v e r l a n d s c a p e @ g m a i l . c o m ( 2 0 8 ) 5 2 9 - 9 5 0 4 W E A V E R P R O J E C T N A M E : S H E E T N A M E : N O . D E S C R I P T I O N D A T E O F S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : A B12 3 C D 4 5 R E V I S I O N S C H E D U L E 1 1 5 1 3 P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E 1 1 - 2 7 - 1 9 B I D D O C U M E N T S © 2 0 1 9 B Y U - I D A H O 5 2 5 S O U T H C E N T E R S T R E E T R E X B U R G , I D A H O , 8 3 4 6 0 BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX K-4989-RFRESHMANC_URINALSVITREOUS CHINA SPORIMOPSINK S 1 S T E W.V.CL A R K E C I V I L E N G I N E E R C o n n e c t E n g i n e e r i n g 1 1 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 C o n t a c t : B l a k e J o l l e y b j o l l e y @ c o n n e c t e n g r . c o m ( 2 0 8 ) 6 8 1 - 8 5 9 0 S T R U C T U R A L E N G I N E E R T a n n e r B a r f u s s S t r u c t u r a l E n g i n e e r i n g 2 3 3 N 1 2 5 0 W # 2 0 1 C e n t e r v i l l e , U T 8 4 1 0 4 C o n t a c t : D o n B a r f u s s d b a r f u s s @ t b s e . u s ( 8 0 1 ) 2 9 8 - 8 7 9 5 A R C H I T E C T U R A L B r i g h a m Y o u n g U n i v e r s i t y - I d a h o 5 2 5 S o u t h C e n t e r S t r e e t 2 1 3 U n i v e r s i t y O p e r a t i o n s B u i l d i n g R e x b u r g , I D 8 3 4 6 0 - 8 2 0 5 C o n t a c t : C h a d A l l d r e d g e a l l d r e d g e c @ b y u i . e d u ( 2 0 8 ) 4 9 6 - 2 6 5 9 M E C H A N I C A L E N G I N E E R E n g i n e e r e d S y s t e m s A s s o c i a t e s 1 1 3 5 E a s t C e n t e r S t r e e t P o c a t e l l o , I D 8 3 2 0 4 C o n t a c t : D w a n e S u d w e e k s d c s @ e n g s y s t e m s . c o m ( 2 0 8 ) 2 3 3 - 0 5 0 1 E L E C T R I C A L E N G I N E E R P a y n e E n g i n e e r i n g I N C . 1 8 2 3 E a s t C e n t e r S t r e e t P o c a t e l l o , I D 8 3 2 0 1 C o n t a c t : T o d d P a y n e p a y n e e n g i n e e r i n g @ g m a i l . c o m ( 2 0 8 ) 2 3 2 - 4 4 3 9 L A N D S C A P E D E S I G N E R W e a v e r & A s s o c i a t e s 1 6 0 5 S W o o d r u f f A v e n u e I d a h o F a l l s , I D 8 3 4 0 4 C o n t a c t : D a v e W e a v e r w e a v e r l a n d s c a p e @ g m a i l . c o m 1 R E V I S E N O T E 1 0 / L 1 0 2 1 2 - 0 4 - 1 9 2 M I R R O R B U I L D I N G 1 2 - 1 0 - 1 9 3 C L A R K L A N D S C A P I N G 0 1 - 0 8 - 2 0 2 2 2 V A L V E S Y M B O L L E G E N D V A L V E N U M B E R A P P R O X I M A T E T O T A L G P M I n s t a l l o n e p i p e p e r s l e e v e , m a x i m u m . I n s t a l l w i r i n g i n s e p a r a t e s l e e v e . U s e o n l y i n s e r t f i t t i n g s f o r p o l y e t h y l e n e p i p e . P o l y e t h y l e n e p i p e m a y b e p u l l e d . 2 . N O T E S : 1 . 3 . M a i n l i n e d e p t h : 2 4 " , i n s t a l l 4 8 " a w a y f r o m s i d e w a l k . N o t i f y l a n d s c a p e a r c h i t e c t 4 . R e p a i r d a m a g e t o p l a n t i n g s c a u s e d b y c o n s t r u c t i o n . a n d p a t c h i n g t o m a t c h o r b y b o r i n g . T u n n e l i n g o r o t h e r m e t h o d s w h i c h b u r i e d 1 2 " d e e p , m i n i m u m . A l l s p l i c e s s h a l l b e v i s i b l e w i t h i n a v a l v e b o x . I n s t a l l n e w c o n t r o l w i r i n g w h i c h i s n o t t a p e d t o n e w m a i n l i n e i n p o l y p i p e c o n d u i t n e w b l u e g r a s s s o d d e d l a w n t o r e p a i r d a m a g e . U s e s o d c u t t e r t o c u t e x i s t i n g R e p a i r d a m a g e t o e x i s t i n g l a w n s c a u s e d b y c o n s t r u c t i o n . U s e n e w t o p s o i l a n d c a u s e e r o s i o n n o t a l l o w e d . I n s t a l l s l e e v e s u n d e r e x i s t i n g c o n c r e t e o r a s p h a l t b y e i t h e r c u t t i n g 5 . 9 . 7 . 8 . 1 0 . s e a s o n a n d s t a r t t h e s y s t e m t h e f o l l o w i n g s p r i n g . O w n e r s h a l l w i n t e r i z e s y s t e m u s i n g c o m p r e s s e d a i r a t t h e e n d o f t h e f i r s t w a t e r i n g l a w n s a n d t o f o r m j o i n t f o r p a t c h i n g w i t h n e w s o d . i f o b s t r u c t i o n s a r e e n c o u n t e r e d . I n s t a l l t h r e e a d d i t i o n a l 4 " s l e e v e s a t e a c h n e w s l e e v e l o c a t i o n . I n s t a l l o n e c o n t r o l v a l v e p e r v a l v e b o x . 6 . N E W L A T E R A L L I N E : H D P E - 3 4 0 8 , A S T M D 2 2 3 9 , 1 0 0 P S I , S I D R 1 5 P O L Y E T H Y L E N E N E W S L E E V E O R S L E E V E S F O R L I N E S A N D / O R W I R I N G . S I Z E S S H O W N A R E P I P E S I Z E S . N E W M A I N L I N E : 2 " O R 1 - 1 / 4 " A S S H O W N , S C H E D U L E 4 0 P V C B U R I E D 2 4 " D E E P . I N S T A L L D E T E C T A B L E W A R N I N G T A P E S L E E V E S I Z E S H A L L B E A M I N I M U M O F T W O S I Z E S L A R G E R T H A N P I P E S I Z E , S E E N O T E S . C O N T R O L L E D I N S I D E D I A M E T E R P I P E . I N T R E N C H 6 " A B O V E P I P E . A R E A O F N E T A F I M T L D L 9 - 1 2 - 0 . 9 G P H D R I P L I N E . S P A C E L I N E S 8 " F R O M E D G E S , O R A S S H O W N , A N D 1 6 " O . C . I N S T A L L W I T H N E T A F I M T L S - 6 S O I L S T A P L E S . L E G E N D S T O P V A L V E E X I S T I N G C O N T R O L V A L V E : T O R O 2 2 0 - 2 6 - 6 4 , 1 " B R A S S P R E S S U R E R E G U L A T E D V A L V E W I T H I R R I T R O L S O L E N O I D C O N T R O L V A L V E : T O R O 2 2 0 - 2 6 - 6 6 , 1 - 1 / 2 " B R A S S P R E S S U R E R E G U L A T E D V A L V E W I T H I R R I T R O L S O L E N O I D N E W M A S T E R V A L V E : T O R O 2 2 0 - 2 6 - 6 8 , 2 " B R A S S V A L V E W I T H I R R I T R O L S O L E N O I D F L O W S E N S O R : H U N T E R H F S - F C T - 1 5 0 F B L O W O U T C O N N E C T I O N , S E E D E T A I L I / L 1 0 3 C O N T R O L L E R : H U N T E R A C C 2 M E T A L D E C O D E R C O N T R O L L E R I S O L A T I O N V A L V E : B R A S S G A T E V A L V E , S I Z E T O M A T C H M A I N L I N E . B A C K F L O W P R E V E N T I O N D E V I C E E X I S T I N G 3 / 4 " B R A S S M A N U A L D R A I N O N M A I N L I N E S e e s i t e , m e c h a n i c a l , e l e c t r i c a l a n d l a n d s c a p e p l a n s f o r i n f o r m a t i o n a b o u t o t h e r w o r k . R A I N S E N S O R : H U N T E R W R C C O N T R O L V A L V E : T O R O 2 2 0 - 2 6 - 6 4 , 1 " B R A S S P R E S S U R E R E G U L A T E D V A L V E W I T H I R R I T R O L S O L E N O I D A N D H U N T E R H F R - 1 0 0 - 0 7 5 - 4 0 R E G U L A T I N G F I L T E R 1-1/2" 2 " 1 " 1 - 1 / 4 " Sprinkler Irrigation Plan L 1 0 2 1 0 5 9 T o t a l S h e e t s O F F FLOW 5'3' H E A D S Y M B O L L E G E N D G P M R E Q U I R E M E N T K E Y H E A D 2 . 5 0 2 . 0 0 1 . 3 4 0 . 7 0 T O R O 5 7 0 Z - 4 P - 1 5 - P C 9 0 º 1 8 0 º 2 7 0 º 3 6 0 º S P R I N K L E R I R R I G A T I O N P L A N A P P R O X I M A T E L O C A T I O N O F E X I S T I N G S L E E V E H U N T E R P R O S - 0 4 - P R S 4 0 - M P C O R N E R 0 . 3 9 4 . 0 7 3 . 0 6 2 . 0 4 0 . 9 6 H U N T E R P R O S - 0 4 - P R S 4 0 - M P 3 0 0 0 H U N T E R P R O S - 0 4 - P R S 4 0 - M P 2 0 0 0 1 . 6 4 1 . 2 3 0 . 8 3 0 . 4 4 0 . 2 5 E N D ; 0 . 5 S I D E H U N T E R P R O S - 0 4 - P R S 4 0 - 0 4 - M P S I D E O R E N D E X I S T I N G M A I N L I N E : P V C S C H E D U L E 4 0 , S I Z E 2 " , V E R I F Y L O C A T I O N E X I S T I N G L A T E R A L L I N E A N D H E A D ( H E A D S N O T A L L S H O W N ) C O N N E C T N E W L A T E R A L L I N E T O E X I S T I N G L A T E R A L L I N E . M A T C H E X I S T I N G L I N E S I Z E . C O N N E C T N E W M A I N L I N E T O E X I S T I N G M A I N L I N E 2 " B R A S S P R E S S U R E R E D U C I N G V A L V E 2 . 8 6 1 . 2 8 H U N T E R P R O S - 0 4 - P R S 4 0 - M P 3 5 0 0 9 1 0 R O U T E O F B U R I E D 1 - 1 / 4 " C O N D U I T F O R C O N T R O L W I R I N G F R O M C O N T R O L L E R T O M A I N L I N E 229112 332 5 1 1 6 4 0 7 1 2 1 0 3 4 1 4 1 0 1 5 5 1 6 7 1 7 1 0 8 3 6 T O R O 5 7 0 Z - 4 P - F B - P C - 2 0 0 2 . 0 0 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1"1"1"1"1"1"1"1-1/4"1-1/4"1"1"1"1"1"1-1/4" 1 " 1 " 1 " 1 " 1 " 1 " 1 - 1 / 4 " 1 - 1 / 2 " 2 " 1 " 1 " 1 - 1 / 4 " 1 " 1 - 1 / 4 " 1 " 1 - 1 / 4 " 1 - 1 / 4 " 1 - 1 / 2 " 1 " 2 " 1 - 1 / 4 " 1 - 1 / 4 " 1 - 1 / 4 " 1-1/4"1-1/4"2"2" 2 " 2 " 1 8 8 1 3 7 1 " 1 " 1 " 1 9 1 0 1 " 1"1-1/4"1"1-1/4" 1 - 1 / 4 " 1 " 1 " 4 1 0 2 " 1 " 1 " 1 1 4 1 2 7 1 " 1 " PA R K I N G , S E E C I V I L NE W B U I L D I N G C O N S T R U C T I O N LO C A T I O N O F B U I L D I N G O N S I T E TO B E D E T E R M I N E D R E L A T I V E T O ME C H A N I C A L E N C L O S U R E PA R K I N G , S E E C I V I L 8' - 6" 2' - 0 " EXISTING MECHANICAL ENCLOSURE AE 5 0 2 6 AE 5 0 2 6 AE 5 0 2 6 PL A N T I N G , S E E L A N D S C A P E PL A N T I N G , S E E L A N D S C A P E AE 5 0 4 1 EX I S T I N G S I D E W A L K 36 ' - 0 " 16 7 ' - 1 1 / 2 " 6 4 ' - 0 " 3 0 ' - 0 " 8 ' - 0 " PA R K I N G , S E E C I V I L AD A P A R K I N G S T A L L SI G N I N T H I S L O C A T I O N AD A P A R K I N G S T A L L SI G N I N T H I S L O C A T I O N ST O P S I G N I N TH I S L O C A T I O N 2 ' - 0 " T Y P 1 7 ' - 0 " 2 0 ' - 0 " 2 4 ' - 0 " 2 0 ' - 0 " 2 0 ' - 0 " 2 4 ' - 0 " 2 0 ' - 0 " 5' - 0"24' - 0" 24 ' - 0 " 20 ' - 0 " 24 ' - 0 " 20 ' - 0 " 2 0 ' - 0 " 2 4 ' - 0 " 2 0 ' - 0 " 14 4 ' - 1 1 / 2 " 2 ' - 0 " T Y P 2 ' - 0 " T Y P 2 ' - 0 " T Y P HA N D R A I L I N T H I S L O C A T I O N - SE E 5 / A E 5 0 2 HA N D R A I L I N T H I S L O C A T I O N -SEE 5/AE502 5' - 0" X 7 ' - 0" X 0' -6" CONCRETE PA D F O R B I C Y C L E R A C K . B I C Y C L E RA C K T O B E W A V E S T Y L E , GA L V A N I Z E D S T E E L , 2 " D I A M E T E R , 2' - 0" F R O M E D G E O F S L A B A N D 5 ' IN L E N G T H MO N U M E N T S I G N A G E 1 4 ' - 0 " 26 ' - 6 " 14 ' - 9 " 2 7 ' - 9 1 / 2 " FI R S T E A S T S E C O N D S O U T H 32' - 0"18' - 6"3' - 0"T Y P I C A L W I D T H O F D R I V E24' - 0 "PLANTING, SEE LANDSCAPE ASPHALT AND ROAD BASE TO BE REMOVED AND REPLACED WITH 12" MIN. FILL APPROPRIATE FOR PLANTING EXISTING IRRIGATION MANHOLE TO BE REMOVED1' - 5"EXISTING RETAINING WALL AND LIGHT TO REMAIN5' - 0"8' - 0"7' - 0"CURB TO BUMP OUT TO ACCOMMODATE FOR EXISTING AND REMAINING MANHOLE T Y P I C A L W I D T H O F D R I V E24' - 0 "NEW 2' -0" CURB AND GUTTERADA CROSSWALK PAD WITH TRUNCATED DOMESADA CROSSWALK PAD WITH TRUNCATED DOMES AD A C R O S S W A L K P A D WI T H T R U N C A T E D D O M E S 36' - 8"ASPHALT AND ROAD BASE TO BE REMOVED AND REPLACED WITH 12" MIN. FILL APPROPRIATE FOR PLANTING WH E R E L A N D S C A P I N G H A S B E E N RE M O V E D F O R P A R K I N G , PR O V I D E 2 4 " O F P I T R U N B A S E WH E R E L A N D S C A P I N G H A S B E E N RE M O V E D F O R P A R K I N G , PR O V I D E 2 4 " O F P I T R U N B A S E NE W 2 ' - 0" C U R B AN D G U T T E R NEW 2' -0" CURB AND GUTTER NEW 2' -0" CURB AND GUTTER NE W 2 ' - 0" C U R B AN D G U T T E R NE W 2 ' - 0" C U R B AN D G U T T E R PL A N T I N G , S E E L A N D S C A P E NEW SIDEWALK CLARKE 2' - 0 " EXISTING CONCRETE STAIRS AND LANDINGS TO REMAIN PA R K I N G DE C L A R A T I O N S I G N IN T H I S L O C A T I O N PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS DATE©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 BID DOCUMENTS 11/27/2019 1 / 1 4 / 2 0 2 0 9 : 2 7 : 3 7 A M SITE PLANCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE100K. JACOB KINVILLE 11513Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com (208) 529-9504 Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501Brigham Young University - I d a h o 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659CIVIL ENGINEER LANDSCAPE DESIGNER STRUCTURAL ENGINEER ELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURAL BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX SCALE: 1/16" = 1'-0" 1 SI T E PL A N NNO. D E S C R I P T I O N D A T E GENERAL NOTES 1. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.4. VERIFY EXISTING CONDITIONS AND DIMENSIONS 5 7 / 8 " 2 " GY P . B D . A S P E R W A L L TY P E . WA L L F R A M I N G A S P E R W A L L TY P E . PA I N T A B L E C A U L K A L L AR O U N D HO L L O W M E T A L F R A M E . PA I N T . FR A M E A N C H O R P E R S P E C . DO O R P E R S C H E D U L E . 5 7 / 8 " 2" GY P . B D . A S P E R W A L L T Y P E . WA L L F R A M I N G A S P E R W A L L TY P E . PA I N T A B L E C A U L K A L L AR O U N D HO L L O W M E T A L F R A M E . PA I N T . FR A M E A N C H O R P E R SP E C . DO O R P E R SC H E D U L E . (2 ) 1 8 G A . S T U D S @ J A M B S T Y P . 3' - 0 " 7 ' - 0 " VA R I E S , S E E F L O O R P L A N 1 0 ' - 0 " 3' - 0 " 7 ' - 0 " 6" 3 ' - 0 " 6" 3' - 0 " 7 ' - 0 " 7 ' - 0 " 6' SE E D O O R W I D T H 7 ' - 0 " 2' - 4 " 2' - 4 " 3 ' - 0 " 5/ 8 " T Y P E X G Y P S U M B O A R D 3 5 / 8 " C O L D -FO R M E D ST E E L @ 1 6 " O . C . OP E N I N G P E R S C H E D U L E GY P S U M B O A R D A S P E R W A L L T Y P E ( T Y P ) (2 ) 1 8 G A S T U D S @ JA M B ( T Y P ) CO L D -FO R M E D S T E E L FR A M I N G A S P E R W A L L TY P E ( T Y P ) 1. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTES SE E D O O R W I D T H + 4 " 7 ' - 2 " 4' - 1 0 " 7 ' - 0 " 3 ' - 0 " 1' - 6 " 3' - 4 " SE E D O O R W I D T H + 4 " 7 ' - 2 " 1 ' 8' 1' 6' 1' 7 ' 3 ' 1' SE E D O O R W I D T H 1' 7 ' VA R I E S , S E E F R A M E SC H E D U L E V A R I E S , S E E F R A M E S C H E D U L E GL A Z I N G P E R S C H E D U L E AL U M . S T O R E F R O N T F R A M E DO O R S E E S C H E D U L E 4 1 / 2 " GL A Z I N G P E R S C H E D U L E AL U M . S T O R E F R O N T F R A M E DO O R P E R S C H E D U L E . 4 1 / 2 " SE E D O O R W I D T H + 4 " 7 ' - 2 " SE E D O O R W I D T H + 4 " 7 ' - 2 " PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 BID DOCUMENTS 11/27/2019 1 / 1 4 / 2 0 2 0 9 : 2 7 : 3 8 A M DOOR SCHEDULE &DETAILSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE602K. JACOB KINVILLE 11513Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com (208) 529-9504 Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501Brigham Young University - I d a h o 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659CIVIL ENGINEER LANDSCAPE DESIGNER STRUCTURAL ENGINEER ELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURAL BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX DOOR SCHEDULE DO O R F R A M E FIRE RATING HARDWARE KEY TA G R O O M # T Y P E W I D T H H E I G H T D O O R M A T E R I A L T Y P E M A T E R I A L 1A 1 - A D O U B L E S T O R E F R O N T 6 ' - 0 " 7 ' - 0 " P a i n t e d - M e t a l - G r e y g P a i n t e d - M e t a l - G r e y A 1 1B 1 - B D O U B L E S T O R E F R O N T 6 ' - 0 " 7 ' - 0 " P a i n t e d - M e t a l - G r e y f P a i n t e d - M e t a l - G r e y B 1 1C 1 - B D O U B L E S T O R E F R O N T 6 ' - 0 " 7 ' - 0 " P a i n t e d - M e t a l - G r e y f P a i n t e d - M e t a l - G r e y A 1 1D 1 - C D O U B L E S T O R E F R O N T 6 ' - 0 " 7 ' - 0 " P a i n t e d - M e t a l - G r e y g P a i n t e d - M e t a l - G r e y B 1 1E 1 - E O P E N 5 ' - 0 " 1 0 ' - 0 " 1F 1 - F O P E N 5 ' - 6 " 1 0 ' - 0 " 10 0 1 0 0 S O L I D W O O D C O R E W / L I T E 3 ' - 0 " 7 ' - 0 " D o o r - P a n e l a P a i n t e d - M e t a l - G r e y 0 5 10 1 1 0 1 S O L I D W O O D C O R E W / L I T E 3 ' - 0 " 7 ' - 0 " D o o r - P a n e l d P a i n t e d - M e t a l - G r e y 0 6 10 2 1 0 2 S O L I D W O O D C O R E 3 ' - 0 " 7 ' - 0 " D o o r - P a n e l a P a i n t e d - M e t a l - G r e y 0 3 10 3 1 0 3 S O L I D W O O D C O R E 3 ' - 0 " 7 ' - 0 " D o o r - P a n e l a P a i n t e d - M e t a l - G r e y 0 3 10 4 1 0 4 S O L I D W O O D C O R E W / L I T E 3 ' - 0 " 7 ' - 0 " D o o r - P a n e l d P a i n t e d - M e t a l - G r e y 0 6 10 4 A 1 0 4 A S O L I D W O O D C O R E 3 ' - 0 " 7 ' - 0 " D o o r - P a n e l a P a i n t e d - M e t a l - G r e y 0 4 10 5 1 0 5 S O L I D W O O D C O R E W / L I T E 3 ' - 0 " 7 ' - 0 " D o o r - P a n e l a P a i n t e d - M e t a l - G r e y 0 5 11 0 A 1 1 0 D O U B L E H O L L O W M E T A L 6 ' - 0 " 7 ' - 0 " P a i n t e d - M e t a l - G r e y f P a i n t e d - M e t a l - G r e y 0 1 11 0 B 1 1 0 S O L I D W O O D C O R E W / L I T E 3 ' - 0 " 7 ' - 0 " D o o r - P a n e l a P a i n t e d - M e t a l - G r e y 0 7 11 1 1 1 1 S O L I D W O O D C O R E W / L I T E 3 ' - 0 " 7 ' - 0 " D o o r - P a n e l a P a i n t e d - M e t a l - G r e y 0 4 . 1 11 2 A 1 1 2 S O L I D W O O D C O R E 3 ' - 0 " 7 ' - 0 " D o o r - P a n e l b P a i n t e d - M e t a l - G r e y 0 4 . 1 11 2 B 1 1 2 S O L I D W O O D C O R E 3 ' - 0 " 7 ' - 0 " D o o r - P a n e l b P a i n t e d - M e t a l - G r e y 0 4 . 1 11 3 1 1 3 S O L I D W O O D C O R E 3 ' - 0 " 7 ' - 0 " D o o r - P a n e l a P a i n t e d - M e t a l - G r e y 0 7 11 4 1 1 4 S O L I D W O O D C O R E 3 ' - 0 " 7 ' - 0 " D o o r - P a n e l a P a i n t e d - M e t a l - G r e y 0 8 11 5 1 1 5 H O L L O W M E T A L 3 ' - 6 " 7 ' - 0 " P a i n t e d - M e t a l - G r e y c P a i n t e d - M e t a l - G r e y 0 7 11 6 1 1 6 H O L L O W M E T A L 3 ' - 0 " 7 ' - 0 " P a i n t e d - M e t a l - G r e y c P a i n t e d - M e t a l - G r e y 0 2 11 7 A 1 1 7 S O L I D W O O D C O R E 3 ' - 0 " 7 ' - 0 " D o o r - P a n e l a P a i n t e d - M e t a l - G r e y 0 8 11 7 B 1 1 7 D O U B L E H O L L O W M E T A L 6 ' - 0 " 7 ' - 0 " P a i n t e d - M e t a l - G r e y f P a i n t e d - M e t a l - G r e y 0 1 11 7 C 1 1 7 S O L I D W O O D C O R E 3 ' - 0 " 7 ' - 0 " D o o r - P a n e l a P a i n t e d - M e t a l - G r e y 0 4 . 1 11 8 1 1 8 S O L I D W O O D C O R E 3 ' - 0 " 7 ' - 0 " D o o r - P a n e l a P a i n t e d - M e t a l - G r e y 0 4 11 9 A 1 1 9 A H O L L O W M E T A L 3 ' - 0 " 7 ' - 0 " P a i n t e d - M e t a l - G r e y a P a i n t e d - M e t a l - G r e y 0 8 11 9 B 1 1 9 B H O L L O W M E T A L 3 ' - 0 " 7 ' - 0 " P a i n t e d - M e t a l - G r e y a P a i n t e d - M e t a l - G r e y 0 7 11 9 C 1 1 9 C H O L L O W M E T A L 3 ' - 0 " 7 ' - 0 " P a i n t e d - M e t a l - G r e y a P a i n t e d - M e t a l - G r e y 0 7 SC A L E : 1 / 4 " = 1 ' -0" 1 DO O R T Y P E SC H E D U L E SC A L E : 3 " = 1 ' -0" 8 OP E N I N G HE A D E R SC A L E : 3 " = 1 ' -0" 7 OP E N I N G JA M B 0 1' 2' 4' 8' SC A L E : 1 / 4 " = 1 ' -0" 2 DO O R F R A M E SC H E D U L E OP E N DO U B L E H O L L O W M E T A L W/ L A R G E L I T E SO L I D W O O D C O R E W/ N A R R O W L I T E HO L L O W M E T A L SO L I D W O O D C O R E DO U B L E S T O R E F R O N T A B C D E SC A L E : 3 " = 1 ' -0" 3 DO O R H E A D E R @ HO L L O W M E T A L SC A L E : 3 " = 1 ' -0" 4 DO O R J A M B @ HO L L O W M E T A L SC A L E : 3 " = 1 ' -0" 5 DO O R J A M B @ ST O R E F R O N T SC A L E : 3 " = 1 ' -0" 6 DO O R H E A D E R @ ST O R E F R O N T a d e f g F 0 1' 2' 4' 8' 2" X 5 7 / 8 " H . M . DO O R F R A M E PA I N T E D 2" X 5 7 / 8 " H . M . DO O R F R A M E PA I N T E D 2" X 5 7 / 8 " H . M . D O O R F R A M E PA I N T E D 2" X 5 7 / 8 " H . M . D O O R F R A M E PA I N T E D 2" X 5 7 / 8 " H . M . D O O R F R A M E PA I N T E D b 2" X 1 0 1 / 4 " H . M . DO O R F R A M E PA I N T E D c 2" X 1 ' 2 7 / 8 " H . M . DO O R F R A M E PA I N T E D Door Hardware Schedule HW SET: 06 3 E A H I N G E 5 B B 1 4 . 5 X 4 . 5 N R P 6 5 2 I V E 1 E A C O R R I D O R L O C K N D 7 3 J D R H O 6 2 6 S C H 1 E A F S I C P E R M A N E N T C O R E E V 2 9 2 3 - 0 3 0 6 2 6 S C H 1 E A S U R F A C E C L O S E R 4 0 4 0 X P H C U S H M C T B W M S 6 8 9 L C N 1 E A K I C K P L A T E 8 4 0 0 1 0 " X 2 " L D W B - C S 6 3 0 I V E 1 E A W A L L S T O P W S 4 0 6 / 4 0 7 C C V 6 3 0 I V E 1 E A G A S K E T I N G 4 8 8 S B K P S A B K Z E R HW SET: 07 3 E A H I N G E 5 B B 1 4 . 5 X 4 . 5 N R P 6 5 2 I V E 1 E A P O W E R T R A N S F E R E P T 1 0 ~ 6 8 9 V O N 1 E A E L E C C L A S S R O O M L O C K A D - 3 0 0 - C Y - 7 0 - M T K - R H O - J 1 2 / 2 4 V D C (BY INTERGRATOR)~ 6 2 6 S C E 1 E A F S I C P E R M A N E N T C O R E E V 2 9 2 3 - 0 3 0 6 2 6 S C H 1 E A S U R F A C E C L O S E R 4 0 4 0 X P E D A M C 6 8 9 L C N 1 E A K I C K P L A T E 8 4 0 0 1 0 " X 2 " L D W B - C S 6 3 0 I V E 1 E A W A L L S T O P W S 4 0 6 / 4 0 7 C C V 6 3 0 I V E 1 E A G A S K E T I N G 4 8 8 S B K P S A ( D O O R 1 1 0 B , 1 1 9 B , 119C ONLY)BK Z E R 1 E A P A N E L I N T E R F A C E B Y D I V 2 8 ( B Y I N T E R G R A T O R ) ~ B / O POWER SUPPLY B Y D I V 2 8 B / O HW SET: 08 3 E A H I N G E 5 B B 1 4 . 5 X 4 . 5 N R P ( O R A S R E Q ' D BY FRAME)652 I V E 1 E A S T O R E R O O M L O C K N D 8 0 J D R H O 6 2 6 S C H 1 E A F S I C P E R M A N E N T C O R E E V 2 9 2 3 - 0 3 0 6 2 6 S C H 1 E A K I C K P L A T E 8 4 0 0 1 0 " X 2 " L D W B - C S 6 3 0 I V E 1 E A W A L L S T O P W S 4 0 6 / 4 0 7 C C V 6 3 0 I V E 3 E A S I L E N C E R S R 6 4 ( O R A S R E Q ' D B Y F R A M E ) G R Y I V E HW SET: A1 2 E A C O N T . H I N G E 1 1 2 H D E P T 6 2 8 I V E 2 E A P O W E R T R A N S F E R E P T 1 0 ~ 6 8 9 V O N 1 E A R E M O V A B L E M U L L I O N K R 4 9 5 4 S T A B 6 8 9 V O N 1 E A E L E C P A N I C H A R D W A R E L X - R X - Q E L - 9 8 - N L - O P - 1 1 0 M D 2 4 V D C ~ 6 2 6 V O N 1 E A E L E C P A N I C H A R D W A R E R X - Q E L - 9 8 - E O 2 4 V D C ~ 6 2 6 V O N 1 E A F S I C M O R T I S E C Y L H O U S I N G 2 0 - 0 5 9 ( M U L L I O N ) 6 2 6 S C H 1 E A R I M H O U S I N G 2 0 - 0 7 9 6 2 6 S C H 2 E A F S I C P E R M A N E N T C O R E E V 2 9 2 3 - 0 3 0 6 2 6 S C H 2 E A L O N G D O O R P U L L 9 2 6 4 F 3 6 " 2 0 " S T D 6 3 0 I V E 2 E A O H S T O P 1 0 0 S A D J 6 3 0 G L Y 1 E A S U R F A C E C L O S E R 4 0 4 0 X P E D A W / 6 2 G M C 6 8 9 L C N 1 E A S U R F . A U T O O P E R A T O R 4 6 4 2 C S W M S 1 2 0 V A C ~ 6 8 9 L C N 1 E A P A M O U N T I N G P L A T E 4 0 4 0 X P - 1 8 P A 6 8 9 L C N 1 E A P A M O U N T I N G P L A T E 4 0 4 0 X P - 1 8 P A 6 8 9 L C N 1 E A 5 T H S C R E W S U P P O R T 4 0 4 0 X P - 3 0 6 8 9 L C N 1 E A A C T U A T O R , J A M B M O U N T 8 3 1 0 - 8 1 8 ( V E S T I B U L E P U S H S I D E MULLION)~ 6 3 0 L C N 1 E A A C T U A T O R , W A L L M O U N T 8 3 1 0 - 8 5 3 ~ 6 3 0 L C N 1 E A P E R I M E T E R S E A L D O O R M F G S T D B / O 1 E A T H R E S H O L D D O O R M F T S T D 6 8 9 B / O 1 E A C R E D E N T I A L R E A D E R B Y D I V 2 8 B / O 2 E A D O O R C O N T A C T 6 7 9 - 0 5 H M ~ B L K S C E 1 E A P O W E R S U P P L Y P S 9 0 2 9 0 0 - 2 R S 1 2 0 / 2 4 0 V A C ~ V O N HW SET: B1 2 E A C O N T . H I N G E 1 1 2 H D 6 2 8 I V E 2 E A D U M M Y P U S H B A R 3 5 0 6 2 6 V O N 2 E A L O N G D O O R P U L L 9 2 6 4 F 3 6 " 2 0 " S T D 6 3 0 I V E 2 E A O H S T O P 1 0 0 S A D J 6 3 0 G L Y 1 E A S U R F A C E C L O S E R 4 0 4 0 X P E D A W / 6 2 G M C 6 8 9 L C N 1 E A S U R F . A U T O O P E R A T O R 4 6 4 2 C S W M S 1 2 0 V A C ~ 6 8 9 L C N 1 E A P A M O U N T I N G P L A T E 4 0 4 0 X P - 1 8 P A 6 8 9 L C N 1 E A 5 T H S C R E W S U P P O R T 4 0 4 0 X P - 3 0 6 8 9 L C N 2 E A A C T U A T O R , W A L L M O U N T 8 3 1 0 - 8 1 8 ( V E S T I B U L E P U S H S I D E MULLION)~ 6 3 0 L C N 1 E A P E R I M E T E R S E A L D O O R M F G S T D B / O Do o r H a r d w a r e S c h e d u l e HW S E T : 0 1 6 E A H I N G E 5 B B 1 H W 4 . 5 X 4 . 5 N R P 6 3 0 I V E 2 E A P O W E R T R A N S F E R E P T 1 0 ~ 6 8 9 V O N 1 E A R E M O V A B L E M U L L I O N K R 4 9 5 4 S T A B 6 8 9 V O N 1 E A E L E C P A N I C H A R D W A R E R X - Q E L - 9 8 - E O 2 4 V D C ~ 6 2 6 V O N 1 E A E L E C P A N I C H A R D W A R E R X - Q E L - 9 8 - N L - O P - 1 1 0 M D 2 4 V D C ~ 6 2 6 V O N 1 E A F S I C M O R T I S E C Y L H O U S I N G 2 0 - 0 5 9 ( M U L L I O N ) 6 2 6 S C H 1 E A R I M H O U S I N G 2 0 - 0 7 9 6 2 6 S C H 2 E A F S I C P E R M A N E N T C O R E E V 2 9 2 3 - 0 3 0 6 2 6 S C H 2 E A L O N G D O O R P U L L 9 2 6 4 F 3 6 " 2 0 " S T D 6 3 0 I V E 2 E A S U R F A C E C L O S E R 4 0 4 0 X P S C U S H M C T B W M S 6 8 9 L C N 1 E A P A M O U N T I N G P L A T E 4 0 4 0 X P - 1 8 P A 6 8 9 L C N 2 E A P A M O U N T I N G P L A T E 4 0 4 0 X P - 1 8 P A 6 8 9 L C N 2 E A 5 T H S C R E W S U P P O R T 4 0 4 0 X P - 3 0 6 8 9 L C N 1 E A A C T U A T O R , W A L L M O U N T 8 3 1 0 - 8 5 3 ~ 6 3 0 L C N 1 E A G A S K E T I N G 4 2 9 A A - S A A Z E R 1 E A M U L L I O N S E A L 8 7 8 0 N B K P S A B K Z E R 2 E A D O O R S W E E P 3 9 A A Z E R 1 E A T H R E S H O L D 6 5 5 A - 2 2 3 A Z E R 1 E A C R E D E N T I A L R E A D E R B Y D I V 2 8 B / O 2 E A D O O R C O N T A C T 6 7 9 - 0 5 H M ~ B L K S C E 1 E A P O W E R S U P P L Y P S 9 0 2 9 0 0 - 2 R S 1 2 0 / 2 4 0 V A C ~ V O N HW S E T : 0 2 3 E A H I N G E 5 B B 1 4 . 5 X 4 . 5 N R P 6 5 2 I V E 1 E A P O W E R T R A N S F E R E P T 1 0 ~ 6 8 9 V O N 1 E A E L E C C L A S S R O O M L O C K A D - 3 0 0 - C Y - 7 0 - M T K - R H O - J 1 2 / 2 4 V D C (B Y I N T E R G R A T O R ) ~ 6 2 6 S C E 1 E A F S I C P E R M A N E N T C O R E E V 2 9 2 3 - 0 3 0 6 2 6 S C H 1 E A S U R F A C E C L O S E R 4 0 4 0 X P S C U S H M C T B W M S 6 8 9 L C N 1 E A W A L L S T O P F S 1 8 S ( T O B E M O U N T E D O N W A L L ) B L K I V E 1 E A G A S K E T I N G 4 2 9 A A - S A A Z E R 1 E A D O O R S W E E P 3 9 A A Z E R 1 E A T H R E S H O L D 6 5 5 A - 2 2 3 A Z E R 1 E A P A N E L I N T E R F A C E B Y D I V 2 8 ( B Y I N T E R G R A T O R ) ~ B / O EA P O W E R S U P P L Y B Y D I V 2 8 B / O HW S E T : 0 3 3 E A H I N G E 5 B B 1 H W 4 . 5 X 4 . 5 N R P 6 5 2 I V E 1 E A C L A S S R O O M D E A D B O L T B 6 6 3 J 6 2 6 S C H 1 E A F S I C P E R M A N E N T C O R E E V 2 9 2 3 - 0 3 0 6 2 6 S C H 1 E A P U S H P L A T E 8 2 0 0 6 " X 1 6 " C F C 6 3 0 I V E 1 E A P U L L P L A T E 8 3 0 5 8 " 6 " X 1 6 " C F C 6 3 0 I V E 1 E A S U R F A C E C L O S E R 4 0 4 0 X P M C 6 8 9 L C N 1 E A K I C K P L A T E 8 4 0 0 1 0 " X 2 " L D W B - C S 6 3 0 I V E 1 E A W A L L S T O P W S 4 0 6 / 4 0 7 C C V 6 3 0 I V E 1 E A G A S K E T I N G 4 8 8 S B K P S A B K Z E R HW S E T : 0 4 3 E A H I N G E 5 B B 1 4 . 5 X 4 . 5 N R P ( O R A S R E Q ' D BY F R A M E ) 652 I V E 1 E A P A S S A G E S E T N D 1 0 S R H O 6 2 6 A M S C H 1 E A W A L L S T O P W S 4 0 6 / 4 0 7 C C V 6 3 0 I V E 3 E A S I L E N C E R S R 6 4 ( O R A S R E Q ' D B Y F R A M E ) G R Y I V E HW S E T : 0 4 . 1 3 E A H I N G E 5 B B 1 4 . 5 X 4 . 5 N R P ( O R A S R E Q ' D BY F R A M E ) 652 I V E 1 E A P A S S A G E S E T N D 1 0 S R H O 6 2 6 A M S C H 1 E A S U R F A C E C L O S E R 4 0 4 0 X P E D A M C 6 8 9 L C N 1 E A K I C K P L A T E 8 4 0 0 1 0 " X 2 " L D W B - C S 6 3 0 I V E 1 E A W A L L S T O P W S 4 0 6 / 4 0 7 C C V 6 3 0 I V E 1 E A G A S K E T I N G 4 8 8 S B K P S A B K Z E R HW S E T : 0 5 3 E A H I N G E 5 B B 1 4 . 5 X 4 . 5 N R P 6 5 2 I V E 1 E A E N T R A N C E L O C K N D 5 3 J D R H O 6 2 6 S C H 1 E A F S I C P E R M A N E N T C O R E E V 2 9 2 3 - 0 3 0 6 2 6 S C H 1 E A W A L L S T O P W S 4 0 6 / 4 0 7 C C V 6 3 0 I V E 1 E A G A S K E T I N G 4 8 8 S B K P S A B K Z E R T T T T T T T T T T T - IN D I C A T E D T E M P E R E D G L A S S I N T H I S L O C A T I O N NO T E S T - IN D I C A T E D T E M P E R E D G L A S S I N T H I S L O C A T I O N NO T E S 47NO. D E S C R I P T I O N D A T E SR - 4 40 0 SR - 4 40 0 SR - 4 40 0 SR - 4 40 0 SR - 2 33 0 SR - 2 33 0 SR - 2 33 0 SR - 2 33 0 SR - 2 330 SR - 2 33 0 SR - 2 33 0 SR - 2 33 0 SR - 2 33 0 SR - 2 33 0SR - 2 33 0 SR - 2 33 0 SR-1 180 SR - 2 30 0 SR - 1 28 0 SR - 1 25 0 SR - 1 25 0 SR - 1 20 0 SR - 1 20 0 SR - 1 20 0 SR-3 120 SR - 2 30 0 SR - 2 30 0 SR - 2 35 0 SR - 3 10 0 SR - 3 20 0 SR - 2 35 0 TG-1 TG-1 TG-2 TG-2 TG - 1 TG - 1 TG - 1 RG - 1 RG - 1 RG - 1 15 FC 5 FC 3 FC 4 FC 2 FC 1 1 1 1 EF 1 EF 2 6 2 2 20 " ø 16"ø 12 " ø 12 " ø 16 " ø 20 " ø 12 " x 8 " 12 " ø 18 " x 1 0 " 18 " x 1 0 " 18 " x 1 0 " 12 " ø 12 " ø 10 " ø 14 " ø 2 0 " ø 12 " ø 10"ø 10 " ø 12 " ø 12 " ø 16 " ø 18 " ø 12 " ø 18 " x 1 6 " 5 5 55 18 " ø 18 " ø 5 5 5 5 5 5 12 12 13 13 13 12 5 14 " ø EF 7 EF 8 14 " ø 14 " ø 18 " ø 18 " ø TY P . TY P . TY P . EF 5 9 EF 4 7 EG - 1 EF 3 7 EG - 1 14 T (F C - 5 ) T (F C - 4 ) T (F C - 3 ) T (F C - 1 ) T (F C - 2 ) 12 " ø FC 6 4 EF 6 14 FIR E A L A R M V A L V E 13 TY P . 5'x 8 ' H O O D 5'x 8 ' H O O D 5'x 1 0 ' H O O D 5'x 1 0 ' H O O D 12 12 13 55 5 RG - 1 RG - 1 5 5 FC 8 C 4 C 1 M2 . 1 2 M2 . 1 FC 7 4 3 M2 . 1 4 M2 . 1 EF 10 10 (F C - 8 ) (F C - 7 ) (F C - 6 ) RE F E R T O L A R G E S C A L E WO O D S H O P O N S H E E T M1. 3 F O R S A W D U S T CO L L E C T I O N S Y S T E M C DO M E S T I C W A T E R PR V S T A T I O N 7'- 8 " x 4 ' H O O D 2'x 6 ' H O O D - C U S T O M ' F I E L D ' B U I L D HO O D T O F I T A V A I L A B L E S P A C E . HX 1 CP 5HX2 8 1 M1 . 1 SE E L A R G E S C A L E M E C H . RO O M P L A N O N S H E E T M2 . 1 F O R P I P I N G A N D EQ U I P M E N T I N T H I S A R E A 15 1 4 " ø 1 4 " ø 16 16 20 18 x 1 6 R A A B O V E 18 x 1 6 R A B E L O W RIS E U P T O R O O F 4'x 3 ' H O O D 12 TG - 2 (2 ) W / S D RG - 1 OL - 1 MO U N T A S H I G H AS P O S S I B L E M IN T E R L O C K W I T H E F - 7 & E F - 8 HD HD HD HD TG - 1 18 " x 1 2 " FC 9 6 11 11 11 11 OF F I C E 10 0 OF F I C E 10 5 FO Y E R 1-B HA L L W A Y 1-D CE R A M I C S C L A S S R O O M 10 4 SC U L P T U R E C L A S S R O O M 10 1 FU R N I T U R E S T O R A G E A R E A 10 1 A PL A S T E R A R E A 10 1 B DAMP ROOM 104A GL A Z I N G R O O M 11 8 HA L L W A Y 1-F CL A Y M I X I N G & D R Y S T O R A G E 11 7 B.F . A . S T U D I O 11 3 WO O D S H O P 11 0 TO O L R O O M 11 4 HA L L W A Y 1-E RA K U K I L N A R E A 11 5 ME C H A N I C A L R I S E R R O O M 11 6 KIL N R O O M 11 2 CL A Y S T O R A G E 117A DA T A R O O M 11 9 C CU S T O D I A L R O O M 11 9 A ME N ' S R E S T R O O M 10 2 WO M E N ' S R E S T R O O M 10 3 CP 6 3 PC 1 18 EX I S T I N G A I R CO O L E D C H I L L E R TO R E M A I N . R E F E R TO S H E E T M 1 . 2 EX I S T I N G I C E BA N K T O RE M A I N . R E F E R TO S H E E T M 1 . 2 EX I S T I N G I C E BA N K T O RE M A I N . R E F E R TO S H E E T M 1 . 2 EX I S T I N G I C E BA N K T O RE M A I N . R E F E R TO S H E E T M 1 . 2 EX I S T I N G I C E BA N K T O RE M A I N . R E F E R TO S H E E T M 1 . 2 W/S D 1 1 1 SD SD SD SD 21 20 18 19 19 1 (2 ) (2 ) SD SD 20 21 TY P I C A L W E A T H E R C A P O N RO U N D E X H A U S T D U C T S . PR O V I D E B I R D S C R E E N AR O U N D W E A T H E R C A P S . 18 " D I A . E X H A U S T D U C T F R O M KIL N H O O D S . S E E S H E E T M 1 . 1 FO R C O N T I N U A T I O N . EF 6 18 " D I A . E X H A U S T D U C T F R O M KIL N H O O D S . S E E S H E E T M 1 . 1 FO R C O N T I N U A T I O N . 2'x 6 ' S H E E T M E T A L C A N O P Y H O O D OV E R K I L N . S E E D E T A I L C / M 3 . 2 F O R TY P I C A L C O N S T R U C T I O N . H O O D T O BE C U Y S T O M ' F I E L D ' B U I L T T O M A T C H SP A C E A V A I L A B L E I N A L C O V E . WO O D F U E L E D K I L N B Y O W N E R . MO U N T I N - L I N E E X H A U S T F A N AS S P E C I F I E D A B O V E H O O D . 6'- 9 " A B O V E F L O O R PR O V I D E A C C E S S DO O R I N T O P O F H O O D TO S E R V I C E F A N . 11/27/19GD A H W5762TA ENAYWSDDTEO C .I S D UFSREPROFNESGIEERTAISONLEEEKSOIREEN PROJECT NAME:SHEET NAME:OF SHEET NUMBER:ESA JOB #: 19043 CHECKED BY: D. SUDWEEKS REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS DATE©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681 -8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298 -8795 ARCHITECTURAL Brigham Young University -Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460 -8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496 -2659 MECHANICAL ENGINEER Engineered Systems Associates 1355 East Center Street Pocatello, ID 83204 Contact: Dwayne Sudweeks dcs@engsystems.com (208) 233 -0501 ELECTRICAL ENGINEER Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232 -4439LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com BRIGHAM YOUNG UNIVERSITY -IDAHO SPORI ANNEXDRAWN BY: M. THIEL 1 / 8 / 2 0 2 0 5 : 0 6 : 2 7 P M MECHANICAL FLOOR PLAN M1.1 ME C H A N I C A L F L O O R P L A N SC A L E : 1 / 8 " = 1 ' -0" N ME C H A N I C A L S E C T I O N SC A L E : 1 / 4 " = 1 ' -0" PROVIDE AND INSTALL NEW HORIZONTAL FAN COIL AS SPEC IFIED, COMPLETE WITH DX COOLING COIL AND 2" HIGH SHEET METAL DRAIN PAN. SUPPORT FROM ROOF STRUCTURE. COORDINATE WITH PIPING AND BUILDING STRU CTURE. REFER TO HORIZONTAL FAN COIL PIPING DETAIL B/M3.1 FOR TYPIC AL INSTALLATION AND PIPING CONNECTIONS.PROVIDE AND INSTALL NEW VERTICAL FAN COIL AS SPECIF IED, COMPLETE WITH DX COOLING COIL. MOUNT UNIT ON 14" HIGH RETURN AIR PLE NUM BASE. REFER TO DETAIL G/M3.1 FOR PLENUM BASE CONSTRUCTION AND TO TYPICAL FAN COIL PIPING DIAGRAM A/M3.1 FOR TYPICAL INSTALLATION AND PIPING CONNECTIONS.RISE REFRIGERANT LINES UP THRU ROOF IN 6" ROUND PIP E WITH GOOSENECK ABOVE ROOF. REFER TO PIPING THRU ROOF DETAIL C/M3.1 FOR TYPICAL INSTALLATION.PROVIDE AND INSTALL FAN COIL UNIT AS SPECIFIED. MOU NT UNIT ON WALL OR IN CEILING AS CALLED OUT IN EQUIPMENT SCHEDULE. CEILIN G MOUNTED UNITS TO BE COMPLETE WITH CONDENSATE PUMP. RISE 3/4" CONDENSATE DRAIN LINE UP WITH OTHER PIPING AND RUN AS SHOWN ON SHEET P1.1. WALL M OUNTED UNIT TO DROP 3/4" CONDENSATE DRAIN LINE DOWN IN MECHANICAL ROOM AND TERMINATE AT FLOOR DRAIN. REFER TO REFRIGERANT PIPING DIAGRAM F/M3.1 FOR TYPICAL PIPING CONNECTIONS ROUND SPIRAL DUCTWORK IN CLASSROOMS TO BE EXPOSED. COORDINATE ACTUAL LOCATIONS WITH WALLS AND ROOF JOISTS. PROVIDE DUCT MOUNTED SUPPLY REGISTERS AS SPECIFIED. REFER TO IN-DUCT DIFFUSER D ETAIL K/M3.1 AND SIDEWALL REGISTER DETAIL N/M3.1 FOR TYPICAL DIFFUSE R INSTALLATIONS.PROVIDE AND INSTALL CEILING MOUNTED EXHAUST FAN AS SPECIFIED. MOUNT FAN ON MEZZANINE DECK. FAN TO HAVE DUCT EXTENSION AS RE QUIRED TO PENETRATE THRU MEZZANINE FLOOR AND CONNECT TO CEILING GRILLE. CONNECT 6" ROUND DUCT TO 8" DUCT THRU ROOF. REFER TO EXHAUST DETAIL O/M3.1 FOR TYPICAL INSTALLATION OF EXHAUST FAN AND EXHAUST VENT THRU R OOF.PROVIDE AND INSTALL NEW ROOF MOUNTED EXHAUST FAN AS SPECIFIED. MOUNT FAN ON ROOF CURB. COORDINATE FAN LOCATION WITH ROOF JOISTS. DROP DUCT DOWN THRU ROOF AND CONNECT TO EXHAUST GRILLE JUST B ELOW ROOF DECK. REFER TO ROOF MOUNTED EXHAUST FAN DETAIL M/M3.1 FOR TYPICAL INSTALLATION.PROVIDE AND INSTALL CUSTOM 'FIELD' BUILT CANOPY HOO D OVER KILN. HOOD TO FIT SPACE AVAILABLE. ADJUST CORNERS AS REQUIRED. MO UNT HOOD AT 6'-9" ABOVE FLOOR. REFER TO DETAIL C/M3.2 FOR TYPICAL HOOD CONS TRUCTION.PROVIDE AND INSTALL NEW ROOF MOUNTED EXHAUST FAN AS SPECIFIED. MOUNT FAN ON ROOF CURB. COORDINATE FAN LOCATION WITH ROOF JOISTS. DROP ROUND DUCT DOWN THRU ROOF AND CONNECT TO CANOPY HOOD. FAN CONTROLS TO BE MOUNTED ON HOOD. REFER TO CANOPY HOOD DETAIL C/M3.2 FOR TYPICAL INSTALLATION.PROVIDE AND INSTALL SAW DUST COLLECTOR AS SPECIFIED WITH HOPPER BOTTOM AND COLLECTION BARRELS. PROVIDE FLEXIBLE DUCT AND B ARREL LID. REFER TO DETAIL E/M3.2 FOR TYPICAL INSTALLATION AND DUCT CON NECTIONS.DROP DUCT DOWN AND CONNECT TO EQUIPMENT AS SHOWN. R EFER TO DETAILS D/M3.2 AND E/M3.2 FOR TYPICAL DUCT CONNECTION. PROV IDE BLAST GATE IN DUCT AT EACH DROP LOCATION. CONTRACTOR TO FIELD COORDINA TE DUCT DROPS WITH ACTUAL EQUIPMENT LOCATIONS.PROVIDE AND INSTALL CANOPY HOODS AS CALLED OUT OVER CERAMIC KILNS OR SPRAY BOOTH. MOUNT HOOD AT 6'-9" ABOVE FLOOR. MULTI PLE HOODS TO BE BUTTED UP TO EACH OTHER TO MAKE 10'-0" WIDE BY 18'-0" LONG HOOD. REFER TO DETAIL C/M3.2 FOR TYPICAL CONSTRUCTION AND INSTALLA TION. SUPPORT FROM ROOF STRUCTURE.PROVIDE 12" ROUND DUCT IN HOOD DIRECTLY OVER EACH K ILN. RISE UP AND CONNECT TO EXHAUST DUCT ABOVE. PROVIDE BALANCING DA MPER IN EACH 12" ROUND DROP. BALANCE DUCTS OVER LARGE KILNS TO 600 C FM EACH AND DUCTS OVER SMALLER KILNS TO 400 CFM EACH. REFER TO HOOD D ETAIL C/M3.2 FOR TYPICAL INSTALLATION OF HOOD AND 12" ROUND DROPS.PROVIDE AND INSTALL NEW IN-LINE EXHAUST FANS AS SPE CIFIED. MOUNT IN LINE WITH EXHAUST DUCT. EXTEND DISCHARGE DUCT THRU EXTER IOR WALL AND RISE UP TO WEATHER CAP LOCATED ABOVE ROOF.DROP 6" Dia. OUTSIDE AIR DUCT DOWN AND CONNECT TO R ETURN AIR DUCT AT CORRESPONDING HORIZONTAL FAN COIL UNIT. PROVIDE MA NUAL BALANCING DAMPER AND MOTORIZED DAMPER IN DUCT. BALANCE TO 20 0 CFM MAXIMUM AND INTERLOCK MOTORIZED DAMPER WITH FAN COIL. REFER TO DETAIL L/M3.1 FOR TYPICAL DAMPER INSTALLATION.DROP 6" Dia. OUTSIDE AIR DUCT DOWN AND CONNECT TO T OP OF RETURN AIR PLENUM AT CORRESPONDING VERTICAL FAN COIL UNIT. PR OVIDE MANUAL BALANCING DAMPER AND MOTORIZED DAMPER IN DUCT. BAL ANCE TO 200 CFM MAXIMUM AND INTERLOCK MOTORIZED DAMPER WITH FAN COI L. REFER TO DETAIL L/M3.1 FOR TYPICAL DAMPER INSTALLATION.RISE 16" Dia. OUTSIDE AIR DUCT UP THRU ROOF TO GOOS ENECK. REFER TO SHEET M1.2 FOR CONTINUATION AND TO DETAIL C/M3.1 FOR TYPI CAL GOOSENECK INSTALLATION.ADD DUCT SMOKE DETECTOR TO UNIT FOR SHUT-DOWN.RELOCATE TRANSFER GRILLE TO THIS LOCATION.ADD SMOKE DAMPER TO THIS TRANSFER GRILLE. WITH CEIL ING SMOKE DETECTOR EACH SIDE WITH-IN 3' OF SMOKE DAMPER.INCREASE SIZE OF TG-2 TO 14x14.1PLAN NOTES:2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 M1 . 1 NO. D E S C R I P T I O N D A T E 1 R e v i s i o n 1 1 / 7 / 2 0 1 9 18 19 20 21 F S T S T S F OF F I C E 10 0 VE S T I B U L E 1- A FO Y E R 1- B OF F I C E 10 5 VE S T I B U L E 1- C CE R A M I C S C L A S S R O O M 10 4 WO M E N ' S R E S T R O O M 10 3 ME N ' S R E S T R O O M 10 2 ME C H A N I C A L & E L E C T R I C A L RO O M 11 9 B CU S T O D I A L R O O M 11 9 A DA T A R O O M 11 9 C SC U L P T U R E C L A S S R O O M 10 1 WO O D S H O P 11 0 KI L N R O O M 11 2 HA L L W A Y 1- E B. F . A . S T U D I O 11 3 TO O L R O O M 11 4 HA L L W A Y 1- F GL A Z I N G R O O M 11 8 DA M P R O O M 10 4 A CL A Y S T O R A G E 11 7 A RA K U K I L N A R E A 11 5 CL A Y M I X I N G & D R Y S T O R A G E 11 7 FO U N D R Y , F O R G E & W E L D I N G AR E A 11 1 HA L L W A Y 1- D PL A S T E R A R E A 10 1 B FU R N I T U R E S T O R A G E A R E A 10 1 A 'F A C P ' WP WP E -1 ME C H A N I C A L R I S E R R O O M 11 6 WP 1 WP 2 2 5 6 3 4 01 . 2 5. 8 F E D C BG A. 7 3 3 3 1 1 3 31 FI R E A L A R M S Y S T E M N O T E S : • F I R E A L A R M S Y S T E M C O N D U I T R O U T I N G S H A L L B E DE T E R M I N E D B Y T H E E L E C T R I C A L C O N T R A C T O R A N D FI R E A L A R M C O N T R A C T O R T O M E E T T H E S P E C I F I E D DE S I G N C R I T E R I A . • A L L F I R E A L A R M S Y S T E M C A B L I N G S H A L L B E R U N I N CO N D U I T O R W I R E M O L D W H E R E S U R F A C E M O U N T E D RA C E W A Y M U S T B E I N S T A L L E D I N E X I S T I N G F I N I S H E D SP A C E S . • C O N T R A C T O R S H A L L P R O V I D E A D D I T I O N A L P O W E R SU P P L Y A N D A M P L I F I E R P A N E L S W H E R E R E Q U I R E D T O ME E T T H E S P E C I F I E D D E S I G N C R I T E R I A . • C O N T R A C T O R S H A L L S U B M I T S H O P D R A W I N G S A N D RE Q U I R E D C A L C U L A T I O N S T O T H E A U T H O R I T Y H A V I N G JU R I S D I C T I O N A N D O B T A I N A W R I T T E N L E T T E R O F AC C E P T A N C E O F T H E P R O P O S E D S Y S T E M . I N C L U D E LE T T E R W I T H S H O P D R A W I N G S U B M I T T A L T O E N G I N E E R . NE W FI R E A L A R M & VO I C E E V A C . PA N E L ( S ) TYPICAL NOTIFICATION APPLIANCE CIRCUIT (STROBES)TYPICAL INITIATING DEVICE CIRCUIT (SLC LOOP)CLASS BHPFSTSDMMCMRMTYPICAL NOTIFICATION APPLIANCE CIRCUIT (SPEAKERS)RAREMOTE ANNUNCIATOR(S) WITH MICROPHONE (VERIFY LOCATION WITH LOCAL AHJ)DCM CONDUIT (TYP)TO TELEPHONE BOARDDOOR HOLDER CIRCUITMECH. EQUIP.FAN SHUT DOWN 12 0 V C R K T AD D I T I O N A L N A C & AM P L I F I E R P A N E L S AS N E E D E D , I N S T A L L IN E L E C . R O O M S A. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LI GHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC.GENERAL NOTES: SC A L E : 1 / 8 " = 1 ' - 0 " 1 FI R E A L A R M P L A N A. D O N O T I N S T A L L M O R E T H A N ( 1 0 ) N O T I F I C A T I O N A P P L I ANCES ON ANY SINGLE CLASS "A" SIGNAL CIRCUIT. DO NOT EXCEED 400 FT. OF NO. 14 WIRE IN THE TOTAL LOOP. B. N F P A A L L O W S N O T I F I C A T I O N A P P L I A N C E S T O B E M O U N T E D AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTH ER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLI ANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT. C. M O U N T P U L L S T A T I O N S A T 4 6 - 4 8 " A . F . F . T O T H E O P E R ATING HANDLE TO MEET ADA REQUIREMENTS. D. D O N O T C O N N E C T T H E F I R E A L A R M S Y S T E M T O A N Y D E V I CE WHICH HAS A POWER HELD CONTACTS.(FLOW, TAMPER, HOOD SYSTE M, DUCT DETECTOR, ETC..FALSE ALARM WILL OCCUR. E. E L E C T R I C A L C O N T R A C T O R S H A L L S U P P L Y A N D I N S T A L L CONDUCTOR QUANTITIES PER FIRE ALARM SYSTEM SUPPLIER , AND AS PER NFPA AND NEC REQUIREMENTS. F. D O N O T I N S T A L L A N Y S M O K E O R H E A T D E T E C T O R S W I T H I N 3 FEET OF ANY AIR DIFFUSER. G. D O N O T E X C E E D 2 5 0 0 F E E T O N A N Y A D D R E S S A B L E D E V I C E RUN. DO NOT EXCEED 120 DEVICES ON ANY ONE ADDRESSABLE DEVIC E RUN. H. A L L A I R H A N D L I N G E Q U I P M E N T 2 0 0 0 C F M O R M O R E M U S T BE SHUT DOWN UPON FIRE ALARM AS PER LIFE SAFETY CODES. I. A L L C L A S S " B " I N I T I A T I N G C I R C U I T S W I T H A D D R E S S A B LE DEVICES NEED EOLR. (END OF LINE RESISTORS). J. I N C O R R I D O R S , N O T I F I C A T I O N A P P L I A N C E S M U S T B E L O CATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING. K. P R O V I D E T H E R E Q U I R E D C A N D E L A R A T I N G O F A L L N O T I F ICATION APPLIANCES ACCORDING TO ROOM SIZE,ETC. L. N O T I F I C A T I O N A P P L I A N C E S T O B E S Y N C H R O N I Z E D T O P R OVIDE A 3-3-3 TEMPORAL PATTERN. M. A L L W I R I N G A N D C O N D U I T R O U T I N G T O B E A S D E S C R I B E D ON SUPPLIED SHOP DRAWINGS. FIRE ALARM PLAN IS SHOWN FO R GENERAL LOCATION AND LAYOUT ONLY. N. T H E F I R E A L A R M S Y S T E M T O B E I N C O M P L I A N C E W I T H A LL APPLICABLE LOCAL, STATE AND ADA REQUIREMENTS. O. E L E C T . C O N T R . T O C O N N E C T S P R I N K L E R S Y S T E M T A M P E R SWITCHES AND FLOW VALVES TO FIRE ALARM SYSTEM AS REQUIRED. SEE FIRE SPRINKLER SYSTEM DRAWINGS FOR EX ACT LOCATIONS AND QUANTITIES. P. E L E C T . C O N T R . T O C O N N E C T F I R E S P R I N K L E R S Y S T E M W ATER GONG, TO NEAREST SOURCE OF 120 VOLT UNSWITCHED POWE R.GENERAL NOTES: SC A L E : N O N E A FI R E A L A R M R I S E R D I A G R A M NO R T H 40 ' 20 ' 0" 8270 S T AT E O F I D AHO T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS DATE©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681 -8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298 -8795 ARCHITECTURAL Brigham Young University -Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460 -8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496 -2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233 -0501 ELECTRICAL ENGINEER Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232 -4439LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com BRIGHAM YOUNG UNIVERSITY -IDAHO SPORI ANNEX 11513BID DOCUMENTS 11/27/2019 P.E. JOB #197712-17-2019 1 / 9 / 2 0 2 0 1 : 5 3 : 2 0 P M FIRE ALARM PLANBrock Payne paynebr94@gmail.com 208-232-4439 E3.0TEPKEY NOTES:#1 PROVIDE MONITORING OF FLOW AND TAMPER SWITCHES; VE RIFY EXACT NUMBER OF SWITCHES WITH FIRE SPRINKLER CONTRA CTOR.2 INSTALL FIRE BELL AND HORN/STROBE ABOVE FIRE DEPT.CONNECTION; FIELD LOCATION, COORDINATE LOCATION WIT H FIRE SPRINKLER CONTRACTOR PRIOR TO ROUGH-IN.3 MAKE ALL REQUIRED CONNECTIONS TO SMKE DETECTERS AN D SMOKE DAMPERS. PROVIDE REQUIRED RELAY AND MONITOR MODULES AND PROGRAM TO CLOSE DAMPERS UPON DETECTION OF SMOKE. COORDINATE WITH HVAC CONTRACTOR.NO. D E S C R I P T I O N D A T E 1 R e v i s i o n 1 1 - 9 - 2 0 2 0 1 - 9 - 2 0 2 0 1