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Home My WebLink AboutBID DOCUMENTS PLANS - 19-00227 - 111 W 7th S - University Village Apartments BYUIDN UNIVERSITY VILLAGE COMMUNITY CENTER BRIGHAM YOUNG UNIVERSITY - IDAHO NEW CONSTRUCTION OF A COMMUNITY CENTER FOR THE RESIDENTS OF UNIVERSITY VILLAGE PLAN DISTRIBUTION UNIV. OPERATIONS MANAGING DIRECTOR - WAYNE CLARK (496-2510) DESIGN & CONSTRUCTION DIRECTOR - ANDY JOHNSON (496-2660) FACILITIES MGMT. SERVICES DIRECTOR - DOUG WATSON (496-2600) FACILITIES MGMT. OP. DIRECTOR - KYLE WILLIAMS (496-2520) UNIV. OP. BUSINESS SERVICES DIRECTOR - MARIE WELLS (496-2501) CARPENTRY SERVICES SUPERVISOR - GREG EDWARDS (496-2530) ELECTRICAL SERVICES SUPERVISOR - STEVE PRICE (496-2540) HVAC SERVICES SUPERVISOR - SAM MERRICK (496-2570) HVAC AUTOMATION TECHNICIAN - BILL SCHIERS (496-2431) MECHANICAL OPERATIONS SUPERVISOR - CRAIG FORBUSH (496-2590) MAINTENANCE SERVICES SUPERVISOR - DOUG SORENSEN (496-2550) AUXILIARY MAINTENANCE SUPERVISOR - CODY CLARK (496-2516) SIGN TECHNICIAN - DARRELL HOLM (496-2622) SAFETY OFFICER - ERIC HARMSTON (496-3053) FIRE PROTECTION OFFICER - BYRON GILBERT (496-3056) FACILITY/FIRE SYSTEMS TECHNICIAN - THOMAS MOORE (496-3058) NETWORK ENGINEER - TRAVIS WILLIAMS (496-7097) END USER TECHNOLOGIES - DAN PETERSON (496-7127) CLASSROOM TECHNOLOGY DIRECTOR - NYKOLUS VAIL (496-7071) PURCHASING SPECIALIST - NATHAN CALL (496-2323) SPACE MGMT. & PLANNING DIRECTOR - CHAD PRICE (496-1260) UNIVERSITY PUBLIC SAFETY DIRECTOR - STEVE BUNNELL (496-3000) GROUNDS OPERATIONS DIRECTOR - JEFF WYNN (496-2621) HOUSING & STUDENT LIVING DIRECTOR - TROY DOUGHERTY (496-9220) APPROVAL SIGNATURES ANDY JOHNSON DIRECTOR, DESIGN AND CONSTRUCTION DATE WAYNE CLARK MANAGING DIRECTOR, UNIVERSITY OPERATIONS DATE TROY DOUGHERTY DIRECTOR, HOUSING & STUDENT LIVING DATE SYMBOLS A101 1 SIM A101 1 Ref 1Re f 1 Ref 1Re f A101 1 SIM 1 Re f 1 A101 SIM A101 N ? 1t 1i 1i DETAIL REFERENCE INTERIOR ELEVATION REFERENCE INTERIOR ELEVATION REFERENCE SECTION REFERENCE EXTERIOR ELEVATION REFERENCE NORTH ARROW KEYNOTE TAG (CONNECTED TO LEGEND) FURNITURE TAG ACCESSORY TAG WINDOW TAG Room name 101 ROOM TAG 101 DOOR TAG 1i WALL TAG 1i EQUIPMENT TAG 1 REVISION TAG ELEVATION MARKER #KEYNOTE SYMBOL 1111 ABBREVIATIONS A.F.F.: ABOVE FINISHED FLOOR ALUM: ALUMINUM ASC: ABOVE SUSPENDED CEILING CG: CORNER GUARD CJ: CORNER JOINT CL: CENTERLINE CLR: CLEAR CMU: CONCRETE MASONRY UNIT CO: CLEANOUT COL: COLUMN CONC: CONCRETE CONST: CONSTRUCTION CPT: CARPET DEMO: DEMOLISH, DEMOLITION DF: DRINKING FOUNTAIN DIA: DIAMETER DIAM: DIAMETER EJ: EXPANSION JOINT ELEV: ELEVATIONS F.F.: FINISHED FLOOR F.V.: FIELD VERIFY FEC: FIRE EXTINGUISHER CABINET GA: GUAGE GALV: GALVANIZED GB: GRAB BAR GYP BD: GYPSUM BOARD HM: HOLLOW METAL IBC: 2012 INTERNATIONAL BUILDING CODE INSUL: INSULATION MFG: MANUFACTURER MIN: MINIMUM O.C.: ON CENTER OH: OPPOSITE HAND OP/OI: OWNER PROVIDED/OWNER INSTALLED OP/CI: OWNER PROVIDED/CONTRACTOR INSTALLED CP/CI: CONTRACTOR PROVIDED/CONTRACTOR INSTALLED OPP: OPPOSITE P LAM: PLATIC LAMINATE REF: REFERENCE SIM: SIMILAR S.S. STAINLESS STEEL SPECS: SPECIFICATIONS T.O.C.: TOP OF CONCRETE TP: TOILET PAPER DISPENSER TYP: TYPICAL UNO: UNLESS NOTED OTHERWISE VIF: VERIFY IN FIELD H1 H2H3 H4 H5 H16 H6 H7 H8 H9 H10 H11 H12 H13 H14 H15 SEVENTH SOUTH UN I V E R S I T Y B O U L E V A R D LOCATION MAP N N TRUE NORTH PROJECT NORTH CONSTRUCTION BOUNDARY PROJECT LOCATION CODES PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 9 : 5 9 P M CO V E R S H E E T & G E N E R A L IN F O R M A T I O N CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 G001 1 59 CHAD ALLDREDGE 11722 SHEET INDEX SHEET NO.SHEET NAME 1. GENERAL G001 COVER SHEET & GENERAL INFORMATION 2. CIVIL C101 CIVIL DRAWINGS C102 DEMOLITION PLAN C103 ENGINEERED FILL C104 SITE GRADING C105 PARKING AND SIDEWALK C106 DETAILS C107 DETAILS 3. LANDSCAPE L101 LANDSCAPE PLANTING PLAN L102 SPRINKLER IRRIGATION PLAN L103 DETAILS L104 WALL DETAILS 4. STRUCTURAL S001 STRUCTURAL NOTES S002 STRUCTURAL NOTES S003 SCHEDULES S004 SCHEDULES S005 SCHEDULES S101 FOOTING AND FOUNDATION PLAN S102 ROOF FRAMING PLAN S103 DRAG TRUSS TRANSFER PLAN S201 DETAILS S202 DETAILS S203 DETAILS S204 DETAILS S205 DETAILS 5. ARCHITECTURAL AE100 FLOOR PLAN AE101 FLOOR PLAN - INTERIOR DIMENSIONS AE141 FLOOR FINISH SCHEDULE & FINISH FLOOR PLAN AE151 REFLECTED CEILING PLAN AE161 ROOF PLAN AE162 ROOF DETAILS AE163 ROOF DETAILS AE164 ATTIC PLAN AE201 EXTERIOR ELEVATIONS AE202 EXTERIOR ELEVATIONS AE301 BUILDING SECTIONS AE302 BUILDING SECTIONS AE310 WALL SECTIONS AE311 WALL SECTIONS AE312 WALL SECTIONS AE401 ENLARGED PLANS & INTERIOR ELEVATIONS AE402 ENLARGED PLANS & INTERIOR ELEVATIONS AE501 DETAILS AE502 DETAILS AE601 WINDOW SCHEDULE AE602 WINDOW & DOOR SCHEDULES AE603 DOOR SCHEDULE 6. PLUMBING P100 PLUMBING FLOOR PLANS P200 PLUMBING DETAILS P201 PLUMBING DETAIL & SCHEDULES 7. MECHANICAL M100 MECHANICAL FLOOR PLANS M200 MECHANICAL DETAILS & SCHEDULES M201 BOILER PIPING DIAGRAM & DETAILS 8. ELECTRICAL E0.0 ELECTRICAL SYMBOLS & DETAILS E0.1 ELECTRICAL SITE PLAN E1.0 LIGHTING PLAN E2.0 POWER/DATA AND MECH CONNECTION PLANS E3.0 ATTIC AND ROOF ELECTRICAL PLAN E5.0 POWER RISER & SCHEDULES BID DOCUMENTS 02/??/19 SCALE: NOT TO SCALE NO. DESCRIPTION DATE REF. DN AE201 AE202 AE202 AE201 9' - 6 " 23 ' - 3 " 26 ' - 0 " 23 ' - 3 " 9' - 6 " 7' - 0"7' - 0"51' - 0 1/2"8' - 11 1/2"3' - 0" 3' - 0"8' - 11 1/2"51' - 0 1/2"7' - 0"7' - 0" 91 ' - 6 " 9' - 6 " 16 ' - 9 " 39 ' - 0 " 16 ' - 9 " 9' - 6 " 91 ' - 6 " 2' - 9 " 4' - 0 " 2' - 9 " 3' - 6 " 4' - 0 " 10 ' - 9 " 4' - 0 " 1' - 0 " 1' - 8 3 / 4 " 4' - 0 " 2' - 0 1 / 2 " 2' - 0 1 / 2 " 6' - 4 1 / 2 " 2' - 0 1 / 2 " 2' - 0 1 / 2 " 4' - 0 " 1' - 8 3 / 4 " 1' - 0 " 4' - 0 " 10 ' - 9 " 4' - 0 " 3' - 6 " 2' - 9 " 4' - 0 " 2' - 9 " 2' - 3"4' - 0" 9" 2' - 0"4' - 0" 1' - 0" 2' - 5 1/2"13' - 1"3' - 5"5' - 0"2' - 0"4' - 0"16' - 3"3' - 10" 1' - 0" 2' - 9 " 4' - 0 " 2' - 9 " 1' - 6 1 / 4 " 8' - 0 " 3' - 0 " 3' - 6 " 8 3 / 4 " 1' - 1 1 " 4' - 0 " 3' - 0 " 6' - 5 " 8' - 4 " 6' - 5 " 3' - 0 " 4' - 0 " 1' - 1 1 " 9" 2' - 6 " 4' - 1 " 8' - 0 " 1' - 5 " 2' - 9 " 4' - 0 " 2' - 9 " 1' - 3" 3' - 4"22' - 2"6' - 1" 1' - 4" 15' - 8"1' - 2 1/2" 1' - 0" 4' - 0"2' - 0" 25 ' - 5 1 / 2 " PLAY ROOM 116 MEETING ROOM 105 TABLES & CHAIRS STORAGE 106 INDOOR STORAGE 107 OUTDOOR STORAGE 108 OFFICE 104 WOMEN'S RESTROOM 119 MEN'S RESTROOM 118 ELECTRICAL / DATA ROOM 113A MECHANICAL ROOM 114 TURN STORAGE 117 CUSTODIAL CLOSET 115 GAME ROOM 113 MUSIC ROOM 112 EXERCISE ROOM 109 SOUTH PATIO WEST PATIO NORTH PATIO MAIN LOUNGE 111 17' - 7 1/4" 17' - 7" 38 ' - 5 1 / 2 " 17 ' - 0 " 16 ' - 7 1 / 2 " 6' - 0 " 4' - 1 1 3 / 4 " 18' - 11 3/4" 18' - 11 3/4" 16 ' - 6 1 / 4 " 16 ' - 6 1 / 4 " 14 ' - 5 3 / 4 " 6' - 9 1/4" 15 ' - 6 " 1 AE402 AE401 C AE401 C AE401 C AE401D AE402 A AE402 C AE402 AE402 D A B D C B A D B A B C B A D D A B 4 AE302 3 AE302 2 AE301 1 AE301 3 1 / 4 " 3 1 / 4 " 2 1/2" 3 1 / 4 " 3 1 / 4 " 2 3/4" 3 1 2 4 77' - 0" 77' - 0" F E C HALLWAY 1B HALLWAY 1C HALLWAY 1A PANTRY 110A ENTRY LOBBY 102 RECEPTION AREA 103 119118117115 105 101B 101A 114 112 109 1081B 111A 111B 113B 116 113C 107 104 106 113A 110A 2 AE311 4 AE311 ENTRY VESTIBULE 101 1 AE310 2 AE312 3 AE312 2 AE310 1 AE312 AE402 E F AE401 6 A AE402 C AE401D AE401 7A AE401 8 A 2 AE402 B A D C B A AE402 F E AE402 2AA 3 AE310 4 AE310 3 AE311 1 AE311 1 2 3 4 5 1 3 3 4 4 5 1 ENTRY PATIO KITCHEN 110 AA C C A A AA A AA A A AA AC C C C C CCC CC CC C CC CC CD D C C C C CC C C C C CC A A CC CC C A C C DC D AE402 5 AE402 3AB 1 1 C AE502 1 A G E E F A A C A A A D H E E A A E E H E J L K L I I B 2 AE502 5' - 0" 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES EXTERIOR WALL - 2x6 WOOD STUDS @ 16" O.C. WITH FULL DEPTH ROXUL SOUND BATT INSULATION; 5/8" EXTERIOR GRADE SHEATHING; BUILDING PAPER; 1" RIGID INSULATION; 1" MIN. AIRSPACE; BRICK VENEER ON THE EXTERIOR SIDE, AND 5/8" TYPE 'X' GYPSUM BOARD W/ VAPOR BARRIER ON INTERIOR SIDE. A B C EXTERIOR STACKED WALL - 2x6 WOOD STUDS @ 16" O.C. WITH FULL DEPTH ROXUL SOUND BATT INSULATION; 5/8" EXTERIOR GRADE SHEATHING; BUILDING PAPER. 5/8" TYPE 'X' GYPSUM BOARD W/ VAPOR BARRIER ON INTERIOR SIDE. ZERO TO 4' HEIGHT - 1" RIGID INSULATION; 1" MIN. AIRSPACE; BRICK VENEER ON THE EXTERIOR SIDE. 4' TO 12' HEIGHT - 2" EIFS ON EXTERIOR SIDE. INTERIOR WALL - 2x4 WOOD STUDS @ 16" O.C. WITH FULL DEPTH ROXUL SOUND BATT INSULATION; 5/8" TYPE 'X' GYPSUM BOARD W/ VAPOR BARRIER EACH SIDE TYPICAL. D INTERIOR WALL - 2x4 WOOD STUDS @ 16" O.C. WITH FULL DEPTH ROXUL SOUND BATT INSULATION; 5/8" INTERIOR GRADE SHEATHING; 5/8" TYPE 'X' GYPSUM BOARD W/ VAPOR BARRIER EACH SIDE TYPICAL. PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 8 : 5 3 P M FL O O R P L A N CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE100 26 59 CHAD ALLDREDGE 11722 SCALE: 1/8" = 1'-0" 1 FLOOR PLAN N X KEYNOTES INDICATED THUS: 0 2' 4' 8' 16' WALL TYPE SCHEDULE NO. DESCRIPTION DATE REF. DN PLAY ROOM 116 MEETING ROOM 105 TABLES & CHAIRS STORAGE 106 INDOOR STORAGE 107 OUTDOOR STORAGE 108 OFFICE 104 WOMEN'S RESTROOM 119 MEN'S RESTROOM 118 ELECTRICAL / DATA ROOM 113A MECHANICAL ROOM 114 TURN STORAGE 117 CUSTODIAL CLOSET 115 GAME ROOM 113MUSIC ROOM 112 EXERCISE ROOM 109 SOUTH PATIO WEST PATIO NORTH PATIO MAIN LOUNGE 111 ENTRY LOBBY 102 RECEPTION AREA 103 HALLWAY 1A HALLWAY 1C HALLWAY 1B ENTRY VESTIBULE 101 20' - 2 1/2" 25 ' - 1 " 12 ' - 8 1 / 2 " 13' - 2 1/2" 16 ' - 4 " 8' - 8 1/2" 3' - 8 1 / 2 " 9' - 2 1 / 2 " 5' - 8"9' - 3 1/2"3' - 2 1/2" 18' - 1 1/2" 7' - 3" 12 ' - 1 1 " 24' - 1 1/2" 19 ' - 5 " 31' - 1" 38' - 1 1/2" 6' - 6 1 / 2 " 38 ' - 0 " 6' - 6 1 / 2 " 6' - 3 " 4' - 8"9' - 0"7' - 2"7' - 2 1/2" 25 ' - 8 " 17' - 1 1/2" 9' - 6 1 / 2 " 7' - 0" 6' - 4 " 20' - 9 1/2" 12 ' - 1 0 " 11 ' - 5 " 9' - 7 1/2"12' - 3 1/2"16 ' - 4 " 7' - 8 1/2"10' - 6 1/2" 9' - 2 1 / 2 " 4' - 1 1 " 15 ' - 7 " 4' - 1 1 / 2 " 6' - 2" 9' - 2 1 / 2 " 5' - 2" 7' - 0"17' - 8" 2' - 0" 19 ' - 5 " 9' - 1 1 " 9' - 6 " 24' - 8" 9' - 1 1 " 6' - 8 1/2" 12' - 1 3/4"10 ' - 1 3 / 4 " 12' - 1 3/4" 1' - 3"9" C C C C C C C CCC CC CC C CC CC CD D C C C C CC C C C C CC CC CC C C C DC C AA A A A A A AA A A AA A A A A 4' - 0 3/4" 6' - 0 5/8" 3' - 0" 20' - 5 1/2" 49 ' - 0 " 40 ' - 0 1 / 2 " 20' - 5 3/4" 21 ' - 2 3 / 4 " 11' - 5 1/2" 13 ' - 1 1 3 / 4 " 28' - 0" 18 ' - 5 3 / 4 " 20' - 5 3/4" 21 ' - 2 3 / 4 " 28' - 0" 18 ' - 5 3 / 4 " 18' - 6 5/8" 30 ' - 0 " 25' - 6" 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES EXTERIOR WALL - 2x6 WOOD STUDS @ 16" O.C. WITH FULL DEPTH ROXUL SOUND BATT INSULATION; 5/8" EXTERIOR GRADE SHEATHING; BUILDING PAPER; 1" RIGID INSULATION; 1" MIN. AIRSPACE; BRICK VENEER ON THE EXTERIOR SIDE, AND 5/8" TYPE 'X' GYPSUM BOARD W/ VAPOR BARRIER ON INTERIOR SIDE. A B C EXTERIOR STACKED WALL - 2x6 WOOD STUDS @ 16" O.C. WITH FULL DEPTH ROXUL SOUND BATT INSULATION; 5/8" EXTERIOR GRADE SHEATHING; BUILDING PAPER. 5/8" TYPE 'X' GYPSUM BOARD W/ VAPOR BARRIER ON INTERIOR SIDE. ZERO TO 4' HEIGHT - 1" RIGID INSULATION; 1" MIN. AIRSPACE; BRICK VENEER ON THE EXTERIOR SIDE. 4' TO 12' HEIGHT - 2" EIFS ON EXTERIOR SIDE. INTERIOR WALL - 2x4 WOOD STUDS @ 16" O.C. WITH FULL DEPTH ROXUL SOUND BATT INSULATION; 5/8" TYPE 'X' GYPSUM BOARD W/ VAPOR BARRIER EACH SIDE TYPICAL. D INTERIOR WALL - 2x4 WOOD STUDS @ 16" O.C. WITH FULL DEPTH ROXUL SOUND BATT INSULATION; 5/8" INTERIOR GRADE SHEATHING; 5/8" TYPE 'X' GYPSUM BOARD W/ VAPOR BARRIER EACH SIDE TYPICAL. PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 8 : 5 4 P M FL O O R P L A N - IN T E R I O R DI M E N S I O N S CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE101 59 CHAD ALLDREDGE 11722 SCALE: 1/8" = 1'-0" 1 FLOOR PLAN - INT-DIM N02' 4' 8' 16' NO. DESCRIPTION DATE X KEYNOTES INDICATED THUS: WALL TYPE SCHEDULE REF. DN PLAY ROOM 116 MEETING ROOM 105 TABLES & CHAIRS STORAGE 106 INDOOR STORAGE 107 OUTDOOR STORAGE 108 OFFICE 104 WOMEN'S RESTROOM 119 MEN'S RESTROOM 118 ELECTRICAL / DATA ROOM 113A MECHANICAL ROOM 114 TURN STORAGE 117 CUSTODIAL CLOSET 115 GAME ROOM 113 MUSIC ROOM 112 EXERCISE ROOM 109 SOUTH PATIO WEST PATIO NORTH PATIO MAIN LOUNGE 111 ENTRY LOBBY 102 ENTRY VESTIBULE 101 HALLWAY 1C HALLWAY 1A RECEPTION AREA 103 HALLWAY 1B FLOOR FINISH PLAN LEGEND CARPET CERAMIC TILE LVT RUBBER 2 SEALED CONCRETE VCT WALK-OFF CARPET Calculating... ENTRY PATIO 26 KITCHEN 110 GRASS CARPET W2 WALL FINISH W7 WALL FINISH 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES FINISH MATERIALS WALL TYPES BASE TYPES FLOOR TYPES CEILING TYPES W1 PAINT ON TEXTURED 5/8" GYPSUM WALL BOARD W2 STAINLESS STEEL AND STONE MIX TILE W3 LIMESTONE, DALTILE L191 CHENILLE WHITE WITH STAINLESS STEEL AND STONE MIX TILE W4 INFINITE MIRAGE, IM04 TIMELESS ILLUSION, STONE TILE W5 KONCRETE, KC01 WHITE, CERAMIC TILE WITH CASCADING WATER, CW40 SHIMMER STONE, GLASS MOSIAC W6 KONCRETE, KC03 GREIGE, CERAMIC TILE WITH CASCADING WATER, CW44 EARTH TIDE, GLASS MOSIAC W7 KONCRETE, KC01 WHITE, CERAMIC TILE B1 6" BOUND WOOD BASE BOARD B2 4 1/2" BOUND (CARPET BINDING, FLEXSTEEL, #SMOKE) WOOD BOARD B3 4 1/2" BOUND (CARPET BINDING, INTERFACE, #UR103) CARPET B4 4 1/2" BOUND (CARPET BINDING) TILE FLOORING B5 4 1/2" BOUND (RUBBER BINDING, NORA SYSTEMS #6518) RUBBER FLOORING B6 4 1/2" BOUND (LIMESTONE, DALTILE L191 CHENILLE WHITE) B7 4 1/2" BOUND (CARPET BINDING, INTERFACE) WALK OFF CARPET F1 CARPET - INTERFACE FLOOR, HILL AVE, 104569 F2 CARPET - INTERFACE FLOOR, GRASS, UR103 F3 CERAMIC TILE - DALTILE, EDITORIAL WHITE, AR06 F4 LVT - INTERFACE FLOOR, BRONZE, A00903 F5 LVT - INTERFACE FLOOR, ESPRESSO, A00704 F6 RUBBER 2 - NORA SYSTEMS, 6518 F7 SEALED CONCRETE F8 VCT - ARMSTRONG, SANDY BEACH #51929 F9 WALK-OFF CARPET - INTERFACE FLOOR, SR899 C1 PAINT ON TEXTURED 5/8" GYPSUM BOARD CEILING C2 METAL SOFFIT ROOM FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR BASE WALLS N E S W CEILINGS MTL.HEIGHT NOTES 01 SOUTH PATIO F7 644 SF - - - - - C2 12'- 0" - 1A HALLWAY F5 126 SF B1 W1 - W1 - C1 10'- 0" 1B HALLWAY F5 120 SF B1 - W1 W1 W1 C1 10'- 0" 1C HALLWAY F5 229 SF B1 W1 - W1 - C1 10'- 0" 02 WEST PATIO F7 1724 SF - - - - - C2 12'- 0" 03 NORTH PATIO F7 641 SF - - - - - C2 12'- 0" 26 ENTRY PATIO F7 690 SF - - - - - C2 12'-0"/18'-4" 27 SOUTH WALKWAY F7 428 SF - - - - - C2 12'- 0" 28 NORTH WALKWAY F7 428 SF - - - - - C2 12'- 0" 101 ENTRY VESTIBULE F9 68 SF B7 W1 - W1 - C1 10'- 0" 102 ENTRY LOBBY F3 434 SF B4 - W1 - W1 C1 16'- 2" 103 RECEPTION AREA F5 169 SF B2 - W1 W1 W1 C1 10'- 9" 104 OFFICE F1 121 SF B3 W1 W1 W1 W1 C1 10'- 0" 105 MEETING ROOM F1 198 SF B3 W1 W1 W1 W1 C1 12'- 0" 106 TABLES & CHAIRS STORAGE F1 109 SF B3 W1 W1 W1 W1 C1 10'- 0" 107 INDOOR STORAGE F7 230 SF - W1 W1 W1 W1 C1 10'- 0" 108 OUTDOOR STORAGE F7 46 SF - W1 W1 W1 W1 C1 10'- 0" 109 EXERCISE ROOM F1 408 SF B6 W1 W1 W1 W1 C1 12'- 0" 110 KITCHEN F5 425 SF B1 - W1 W4 W1 C1 10'- 9" 110A PANTRY F5 7 SF B1 W1 W1 W1 W1 C1 8'- 0" 111 MAIN LOUNGE F5/F1 970 SF/440 SF B1/B3 W1 W1 - W1/W3 C1 12'- 0"/10'- 9" 112 MUSIC ROOM F1 65 SF B3 W1 W1 W1 W1 C1 10'- 0" 113 GAME ROOM F1 465 SF B3 W1 W1 W1 W1 C1 12'- 0" 113A ELECTRICAL/DATA ROOM F7 91 SF - W1 W1 W1 W1 C1 10'- 0" 114 MECHANICAL ROOM F7 231 SF - W1 W1 W1 W1 C1 10'- 0" 115 CUSTODIAL CLOSET F5 11 SF B1 W1 W1 W1 W1 C1 10'- 0" 116 PLAY ROOM F2/F6 502 SF / B5 W1 W1 W1 W1 C1 12'- 0" 117 TURN STORAGE F8 152 SF - W1 W1 W1 W1 C1 10'- 0" 118 MEN'S RESTROOM F4 136 SF B6 W6 W6 W6 W6 C1 10'- 0" 119 WOMEN'S RESTROOM F4 135 SF B6 W5 W5 W5 W5 C1 10'- 0" AREA PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 8 : 5 7 P M FL O O R F I N I S H SC H E D U L E & FI N I S H F L O O R PL A N CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE141 29 59 CHAD ALLDREDGE 11722 SCALE: 1/8" = 1'-0" 1 FLOOR FINISH PLAN X KEYNOTES INDICATED THUS: 0 2' 4' 8' 16'N NO. DESCRIPTION DATE A.F.F. 12' - 0" A.F.F. 10' - 0" A.F.F. 10' - 0"A.F.F. 10' - 0" A.F.F. 10' - 0" A.F.F. 10' - 0" A.F.F. 10' - 0" A.F.F. 10' - 0" A.F.F. 10' - 0" A.F.F. 11' - 11 3/8" A.F.F. 10' - 0" A.F.F. 11' - 11 3/8" 4" / 1 ' - 0 " 4" / 1 ' - 0 " A.F.F. 11' - 11 3/8" MAIN LOUNGE 111 PLAY ROOM 116 OFFICE 104 MEETING ROOM 105 TABLES & CHAIRS STORAGE 106 INDOOR STORAGE 107 EXERCISE ROOM 109 GAME ROOM 113 MECHANICAL ROOM 114 ELECTRICAL / DATA ROOM 113A WOMEN'S RESTROOM 119 MEN'S RESTROOM 118 TURN STORAGE 117 CUSTODIAL CLOSET 115 OUTDOOR STORAGE 108 SOUTH PATIO WEST PATIO NORTH PATIO A.F.F. 12' - 0"16' - 2" A.F.F. 10' - 0" MUSIC ROOM 112 HEADER HEADER A.F.F. 10' - 0" A.F.F. 12' - 0" A.F.F. 10' - 0" A.F.F. 10' - 9" A.F.F. 10' - 9" HALLWAY 1B A.F.F. 11' - 11 3/8" A.F.F. 9' - 10" A.F.F. 10' - 9" ENTRY LOBBY 102 HALLWAY 1C RECEPTION AREA 103 HALLWAY 1A A.F.F. 10' - 0" A.F.F. 11' - 11 3/8" ENTRY VESTIBULE 101 PANTRY 110A A.F.F. 8' - 0" A.F.F. 8' - 0" A.F.F. 8' - 0" 1' - 6 " 4' - 9 " 1' - 0 " 2' - 1 1 " 5' - 5 " 2' - 1 1 " 1' - 0 " 4' - 9 " 1' - 6 " 1' - 0"24' - 0 1/2"1' - 0" 4' - 6"5' - 7"5' - 7"4' - 6" 4' - 6" 5' - 0"8' - 4" 8' - 4" 8' - 4"5' - 0" 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " 4' - 10"7' - 3"7' - 3"4' - 10" 8' - 4 " 4' - 7 " 3' - 6 " 4' - 8 1 / 2 " 4' - 8 1 / 2 " 3' - 6 " 3' - 6 " 4' - 8 1 / 2 " 4' - 8 1 / 2 " 3' - 6 " 8' - 0"4' - 0"4' - 0"8' - 0" 3' - 4 " 6' - 3 1 / 2 " 3' - 0 1 / 2 " 15' - 6 1/2"7' - 4"7' - 4"7' - 10" 4' - 6 " 8' - 0 1 / 2 " 8' - 0 1 / 2 " 4' - 6 " 4' - 0 " 5' - 8 1 / 2 " 5' - 8 1 / 2 " 4' - 0 " 5' - 6 1 / 2 " 8' - 6 " 5' - 10"5' - 10"5' - 10"5' - 10" 3' - 0 " 5' - 6"9' - 10 1/2"5' - 6" 3' - 1 1 / 2 " 3' - 1 1 / 2 " 3' - 2 1 / 2 " 3' - 1 1 / 2 " EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 3' - 6"5' - 2" EQ EQ 4' - 0"5' - 3"4' - 0" 3' - 5 1/2" EQ EQ 3' - 0 " 6' - 1 " 3' - 0 " EQ EQ EQ EQ 7' - 7 1 / 2 " 6' - 6 " 11' - 3"7' - 0" EQ EQ 2' - 10"6' - 6"2' - 10" 2' - 1 0 " 4' - 5 1 / 2 " 2' - 1 0 1 / 2 " EQ EQ EQ EQ 3' - 6"5' - 3"3' - 6" EQ EQ EQ EQ 4' - 0 " 4' - 0 " 2' - 4 " 3' - 2" 5' - 10" 3' - 1 1/2" A.F.F. 10' - 0" A.F.F. 11' - 11 3/8" KITCHEN 110 ENTRY PATIO 5 AE501 EQ EQ 4' - 11 1/2"8' - 2"4' - 11 1/2" 4' - 6"7' - 4"7' - 4"7' - 4"4' - 6" EQ EQ 4' - 0 " 2' - 6"2' - 6" 5' - 6 " 4' - 1 1 / 2 " 3' - 0 " EQ EQ 2' - 1 0 " 5' - 8 1 / 2 " 2' - 1 0 " 3' - 1 0 " 3' - 7 " 3' - 1 0 " 11 ' - 0 " 4' - 6 " 11 ' - 0 " 4' - 6 " 3' - 0" 3' - 0"10' - 2 1/2"10' - 2 1/2"3' - 0" 3' - 0 " 3' - 0 " 5' - 0 " 9' - 0 " 4' - 0 " 4' - 0"8' - 9 1/2"4' - 0" 3' - 0 " 3' - 0" 8' - 2 1 / 2 " 8' - 2 1 / 2 " 3' - 0 1 / 2 " 6' - 0"10' - 3"4' - 0" 3' - 0 " 10 ' - 6 " 10 ' - 7 " 10 ' - 6 " 3' - 0 " 6' - 0"9' - 11 1/2"4' - 0" EQ EQ 4' - 0"12' - 3 1/2"4' - 0" 6' - 0"10' - 3" 3' - 0" 3' - 0 " 3' - 0"10' - 2 1/2"10' - 2 1/2"3' - 0" 3' - 6 " 3' - 6 " 3' - 0" 3' - 0 " 4' - 0"8' - 9 1/2"4' - 0" 5' - 0 " 9' - 0 " 4' - 0 " 5' - 5 3 / 4 " 4' - 5"8' - 10"4' - 5" 2' - 8 " 4' - 7 " 2' - 7 1 / 2 " 2' - 4"3' - 11"2' - 0" 12' - 0" 18' - 4" 12' - 0" 12' - 0" 12' - 0" 12' - 0"17' - 0" 12' - 0" 12' - 0" 12' - 0" 20' - 6" 12' - 0" 12' - 0" 12' - 0" 17' - 0" 1' - 0 " 1' - 0 " 4' - 1 1/8" 1 3/8" 3' - 7 1 / 4 " 1' - 0 " 3' - 1 1/8" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" SOFFIT SOFFIT SOFFIT SOFFIT SOFFIT SOFFITSOFFITSOFFIT SOFFIT SOFFIT SOFFIT SOFFIT SOFFIT SOFFIT SOFFIT SOFFIT SOFFIT SOFFIT SOFFIT SOFFIT 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1'-0"4" / 1'-0" 4" / 1'-0"4" / 1'-0" 4" / 1'-0"4" / 1'-0" 4" / 1'-0"4" / 1'-0" 3 43 3 3 3 3 3 3 4 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 4 4 3 2 2 2 1 1 2 1 1 2 2 2 84 ' - 6 " 70' - 0" 84 ' - 6 " 70' - 0" 30' - 0" 51 ' - 0 " 30' - 0" 38 ' - 0 " 2' - 8 " 4' - 6 " 2' - 9 " 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES LITHONIA 6" ROUND RECESSED LED CAN, 0-10V DIMMING LAMPS PLUS 20" DIA. ROUND PENDANT LED VISA LTG 2FT ARCHITECTURAL CYLINDER PENDANT W/ DOWN LIGHT. LEVITON CLOSET LIGHT, LED WITH OCC. SENSOR BIG ASS FANS 52" CEILING FAN DELRAY DIRECT/INDIRECT ARCHITECTURAL CHANDELIER LITHONIA 4' LED STRIP, 0-10V DIMMING VISA 4' LINEAR WALL FIXTURE FIRE SPRINKLER PLASTER ON GYPSUM BOARD 22 GAUGE PERFORATED METAL SOFFIT PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 9 : 1 3 P M R E F L E C T E D CE I L I N G P L A N CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE151 30 59 CHAD ALLDREDGE 11722 SCALE: 1/8" = 1'-0" 1 REFLECTED CEILING PLAN X KEYNOTES INDICATED THUS: N 1. PLASTER ON GYPSUM BOARD 2. SUSPENDED PLASTER ON GYPSUM BOARD 3. BOTTOM OF BEAM 4. LITHONIA EXIT SIGN W/ 90MIN BATTERY, THERMOPLASTIC, GREEN LED, SINGLE/DOUBLE FACE. 0 2' 4' 8' 16' NO. DESCRIPTION DATE SYMBOLS LEGEND REFLECTED CEILING PLAN LEGEND AE201 AE202 AE202 AE201 4 AE302 3 AE302 2 AE301 1 AE301 3 1 2 4 RI D G E RI D G E RIDGEVALLEY V ALL E Y V ALL E Y V ALL E Y 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1'-0"4" / 1'-0" 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1'-0"4" / 1'-0" RI D G E RI D G E RIDGERIDGE 9' - 5 3 / 4 " 5' - 5 1/4" 5' - 9 " 6' - 3 1 / 4 " 6' - 3 1 / 4 " 5' - 9 " 5' - 6 1/2" 8' - 5 1 / 2 " 6' - 2 1/2"6' - 2 1/2" 12' - 4 3/4" 17 ' - 1 1 1 / 2 " 22' - 5 1/2" 15' - 5 1/2" 12' - 5 1/4" 19 ' - 0 " 6' - 2 3 / 4 " 6' - 2 3 / 4 " 4' - 0 1/2" 4' - 0 1 / 4 " 4' - 0 1 / 4 " 4' - 0 1 / 2 " 4' - 0 " 3' - 3 1/4" 22' - 6" 22 ' - 2 3 / 4 " 22 ' - 2 " 6' - 2 1/2"6' - 2 1/2" 7' - 0"17' - 0 1/4"7' - 0"30' - 0"33' - 0"5' - 8 3/4"17' - 11 1/4" 12 ' - 0 " 12 ' - 6 " 23 ' - 3 " 38 ' - 0 " 23 ' - 3 " 13 ' - 6 1 / 4 " 11 ' - 0 " 7' - 0"17' - 0 1/4"7' - 0"30' - 0"33' - 0"5' - 8 3/4"17' - 11 1/4" 11 ' - 0 " 13 ' - 6 1 / 4 " 16 ' - 9 " 51 ' - 0 " 16 ' - 9 " 12 ' - 6 " 12 ' - 0 " 117' - 8" 13 3 ' - 6 " 117' - 8" 13 3 ' - 6 " SL O P E SL O P E SL O P E SL O P E SLOPE SLOPE SLOPE SLOPE SL O P E SL O P E 4' - 0 " 4' - 0 " SLOPE SLOPE 3' - 0" 4' - 0"4' - 0" 4' - 0 " 4' - 0 " SL O P E SL O P E 3 AE161 3 AE161 1 AE163 2 AE161 2 AE161 2 AE161 2 AE161 2 AE161 1 AE163 3 AE161 3 AE161 SLOPE SLOPE 3 AE161 3 AE161 6' - 2 1 / 2 " 4" / 1'-0"4" / 1'-0" 4" / 1'-0" 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1 ' - 0 " 3 3 3 3 3 3 3 3 1 1 1 1 11 4 4 4 4 4 4 4 2 2 2 2 5 5 5 5 5 2 2 6 6 6 6 6 3 AE161 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES 4" 12" PRE-MANUFACTURED ROOF TRUSS - SEE STRUCTURAL ROOF SHEATHING - SEE STRUCTURAL PRE-FABRICATED METAL RIDGE VENT, COLOR SELECTED BY ARCHITECT. INSTALL PER MANUFACTURER'S INSTRUCTIONS PRE-FABRICATED METAL DEFLECTOR EACH SIDE BY RIDGE VENT MANUFACTURER. COLOR TO MATCH RIDGE VENT VENTILATION OPENING 2x4 BLOCKING LAID FLAT (BOTH SIDES) SHINGLES SECONDARY UNDERLAYMENT 2 PLY PRIMARY UNDERLAYMENT MIN 4" 4 " 2A AE161 MIN. TYP 2" RIDGE VENT COVER (12'-0" LENGTHS) INTERMITTENT SPACER AT 12" O.C. 8" WIDE COVER PLATE OVER EACH RIDGE VENT COVER JOINT ZIP SCREW AT COVER PLATE 24 GA. GALVANIZED CONTINUOUS "Z" BRACKET EXPANDED METAL SUPPORT SCREEN STAINLESS STEEL SCREWS (TYP) PRE-FAB METAL DEFLECTOR BAFFLE AT DEFLECTOR JOINTS. COLOR TO MATCH RIDGE VENT PRE-FAB METAL DEFLECTOR EACH SIDE BY RIDGE VENT MANUFACTURER. COLOR TO MATCH RIDGE VENT SHINGLES UNDER FLANGE CUT TIGHT TO PIPE. CUT SHINGLES TO FIT AROUND PIPE BOOT. SET SHINGLES IN MASTIC OVER FLANGE. PREFORMED PIPE BOOT WITH LARGE FLANGE SET IN MASTIC ROOFING MATERIAL VENT OR FLUE PIPE 4" 4" 4 " 6 "-8 " NOTE: INSTALL RIDGE OR HIP VENT END CAP PER MANUFACTURER'S INSTRUCTIONS. INSTALL CAP SHINGLES OVER END CAP ROOF FLANGE PER INSTRUCTIONS. PRE-FABRICATED METAL RIDGE OR HIP VENT RIDGE VENT END CAP CAP SHINGLES END CAP ROOF FLANGE FIELD SHINGLES ON ROOF TOTAL AREA FOR VENTILATION: NET FREE VENTILATING AREA REQUIRED: VENTILATION FROM PERFORATED SOFFITS: VENTILATION FROM RIDGE VENTS: VENTILATING AREA PROVIDED: VENTILATION CALCULATION 11,388 FT SQ 37.96 FT SQ/5,467 SQ IN 481.5 FT @ 8" VENTILATING AREA PER LINEAR FT = 3852 SQ IN 192.58 FT @ 20" VENTILATING AREA PER LINEAR FT= 3852 SQ IN 7,704 SQ IN CALCULATED ACCORDING TO BC 1203.2 (2015) PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 9 : 1 4 P M RO O F P L A N CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE161 31 59 CHAD ALLDREDGE 11722 SCALE: 1/8" = 1'-0" 1 ROOF PLAN X KEYNOTES INDICATED THUS: N 1. LINE OF WALL BELOW ROOF, SEE OVERALL AND ENLARGED PLANS 2. LINE OF SECONDARY UNDERLAYMENT 3. COMPOSITE ASPHALT SHINGLES, SEE DETAILS & SPECIFICATIONS 4. ROOF RELIEF VENTS, SEE DETAILS & SPECIFICATIONS - SEE DETAIL 2 ON AE162 5. GUTTERS 6" X 6" 6. 6" DOWNSPOUTS 0 2' 4' 8' 16' SCALE: 1" = 1'-0" 2 ROOF - RIDGE SECTION A SCALE: 1/4" = 1'-0" 4 ROOF - PIPE BOOT FLANGE DETAIL SCALE: 1 1/2" = 1'-0" 3 ROOF - RIDGE VENT END DETAIL NO. DESCRIPTION DATE 6' - 0 3/4" 12" 4"ROOFING MATERIAL ON ROOF SHEATHING 2X10 FASCIA FRAMING NAILED TO TRUSS 3/4" SHEATHING METAL DRIP EDGE 22 GAUGE METAL FASCIA 2X4 FASCIA TRIM ROWLOCK COURSE BRICK VENEER MASONRY TIES R-49 BLOW-IN INSULATION VAPOR RETARDER / AIR BARRIER MEMBRANE, STAPLE TO SIDES OF TRUSS. SEAL AIRTIGHT TOP PLATES. - SEE STRUCTURAL 5/8" GYPSUM BOARD SEE WALL TYPE PLAN FOR WALL TYPE. R-20 UNFACED INSULATION AIR INFILTRATION / WATER RESISTIVE BARRIER WOOD SHEATHING. SEE STRUCTURAL R-3.8 1" RIGID CONTINUOUS INSULATION 5' - 5 1/4"J CHANNEL 10 " 10 " 22 GAUGE PERFORATED METAL SOFFIT VAPOR BARRIER 5/8" GYPSUM BOARD 2' - 0 " PREFABRICATED TRUSSES CONTINUOUS VENT. STRIP. BLOCKING. - SEE STRUCTURAL BLOCKING. - SEE STRUCTURAL. TOP PLATE. - SEE STRUCTURAL. UNFACED INSULATION. 5/8" GYPSUM BOARD. 2X4 LEDGER. - SEE STRUCTURAL. SEE WALL TYPE PLAN FOR WALL TYPES ROOFING MATERIAL ON ROOF SHEATHING 2X10 OUTLOOKER. - SEE STRUCTURAL. METAL DRIP. 22 GAUGE METAL FASCIA AND SOFFIT WOOD SHEEATHING. - SEE STRUCTURAL. AIR INFILTRATION/WATER RESISTIVE BARRIER 2" RIGD INSULATION/EIFS 10 " 10 " 2' - 6" 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 9 : 1 5 P M RO O F D E T A I L S CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE162 32 59 CHAD ALLDREDGE 11722 SCALE: 1 1/2" = 1'-0" 1 ROOF - FASCIA - TYPICAL CONDITION SCALE: 1 1/2" = 1'-0" 2 ROOF - FASCIA DETAIL @ RAKE X KEYNOTES INDICATED THUS: 0 2" 4" 8" 16" 0 2" 4" 8" 16" NO. DESCRIPTION DATE 11" PROFILE METAL VALLEY 1" C R I M P 12" STRIP OF SECONDARY UNDERLAYMENT METAL DRIP EDGE GENERAL SECONDARY UNDERLAYME NT 24" WIDE VALLEY METAL 10' -0" LENGTHS SEE PROFILE 1" "V" CRIMP WIDTH VARIES DUE TO TAPER. 3" MIN AT TOP VARIES CONTINUOUS MASTIC BEAD (SEAL EDGE OF SHINGLE TO VALLEY METAL 8' - 6" WIDE STRIP OF SECONDARY UNDERLAYMENT (3 STRIPS) IN VALLEYS APPLIED OVER SHEATHING 36" WIDE PRIMARY UNDERLAYMENT UNDER METAL VALLEY 12" WIDE STRIP OF SECONDARY UNDERLAYMENT OVER NAILED EDGES MASTIC BED AT VALLEY METAL OVERLAP CONTINUOUS MASTIC BEAD (SEAL EDGE OF SHINGLE TO VALLY METAL) GENERAL PRIMARY UNDERLAYMENT GENERAL SECONDARY UNDERLAYMENT 12" STRIP OF SECONDARY UNDERLAYMENT METAL DRIP EDGE MASONRY WALL COUNTERFLASHING OVER STEPPED FLASHING. SEE SECTION 'E' THIS SHEET METAL FASCIA EXTEND BOTH UNDERLAYMENTS UP WALL TO TOP PLATE MASTIC BED (TYP.) ROOFING MATERIAL STARTER COURSE 16" X 18" METAL SPLASH WITH 2" VERTICAL FLAGE SET W/ MASTIC AND ATTACH UNDER VALLEY MATAL W/ SCREW WITH NEOPRENE GROMMET 1. 12" STRIP OF SECONDARY UNDERLAYMENT AT EAVE 2. METAL DRIP EDGE 3. GENERAL SECONDARY UNDERLAYMENT 4. VALLEY SECONDARY UNDERLAYMENT 5. VALLEY PRIMARY UNDERLAYMENT 6. VALLEY METAL FLASHING 7. 12" STRIP OF SECONDARY UNDERLAYMENT OVER NAILED EDGES 8. GENERAL PRIMARY UNDERLAYMENT 9. FIBERGLASS SHINGLES, STEP FLASHINGS 10. COUNTER FLASHINGS SEQUENCE OF ROOFING MATERIALS 9 10 4 5 7 1 3 9 2 1 3 83 9 6 MASTIC BED (TYP.) STARTER COURSE ROOFING MATERIAL 9 2 GENERAL PRIMARY UNDERLAYME NT 8 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 9 : 1 6 P M RO O F D E T A I L S CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE163 33 59 CHAD ALLDREDGE 11722 X KEYNOTES INDICATED THUS: NO. DESCRIPTION DATE SCALE: NTS 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES AE201 AE202 AE202 AE201 4 AE302 3 AE302 2 AE301 1 AE301 3 1 2 4 4' - 0 " 4' - 0" 4' - 0" 4' - 0 " CATWALK CA T W A L K CATWALK ATTIC ACCESS 1 1 1 PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 9 : 1 8 P M AT T I C P L A N CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE164 34 59 CHAD ALLDREDGE 11722 X KEYNOTES INDICATED THUS: SCALE: 1/8" = 1'-0" 1 SOFFIT N02' 4' 8' 16' NO. DESCRIPTION DATE 1. 5/8" OSB SHEETS SUPPORTED BY 2X4 WOOD MEMBERS @ 24" O.C. CATWALK TO BE ROUTED THROUGH TRUSS WEBS AS REQUIRED. SOFFIT 112' - 0" NORTH - SOUTH LOWER ROOF RIDGE 118' - 0 3/4" NORTH - SOUTH ROOF RIDGE 124' - 8 3/4" FLOOR PLAN 100' - 0" 4 AE302 3 AE302 FOUNDATION 97' - 6" BOTTOM OF WOOD BEAM 110' - 0" 1 AE501 2 AE501 EH E A A E E H 101A 6 AE501 TYP. CONCRETE PRECAST SILLS - SEE DETAIL (9/601) 3 AE502 TY P . 7' - 2 1 / 8 " 4" 1'-0" 4" 1'-0" 4" 1'-0" 4" 1'-0" METAL FASCIA - METAL SALES - WEATHERED COPPER ASSPHALT SHINGLES - OWENS CORNING - BLACK SABLE EIFS - MODULAR BRICK - INTERSTATE - IRONSTONE MODULAR BRICK - INTERSTATE - MIDNIGHT BLACK STONE - CEDAR STONE SYPPLY - CEDARS FIELDSTONE SOFFIT 112' - 0" FLOOR PLAN 100' - 0" 2 AE301 1 AE301 EAST - WEST ROOF RIDGE 127' - 1 3/4" EAST - WEST LOWER ROOF RIDGE 121' - 6 3/4" FOUNDATION 97' - 6" 4" 1'-0" BOTTOM OF WOOD BEAM 110' - 0" A 111A 1B 108 D 4" 1'-0" 4" 1'-0" CONCRETE PRECAST SILLS - SEE DETAIL (9/601) METAL FASCIA - METAL SALES - WEATHERED COPPER ASSPHALT SHINGLES - OWENS CORNING - BLACK SABLE EIFS - MODULAR BRICK - INTERSTATE - IRONSTONE MODULAR BRICK - INTERSTATE - MIDNIGHT BLACK CONCRETE CAP STONE - CEDAR STONE SYPPLY - CEDARS FIELDSTONE STONE - CEDAR STONE SYPPLY - CEDARS FIELDSTONE 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 9 : 2 2 P M EX T E R I O R EL E V A T I O N S CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE201 35 59 CHAD ALLDREDGE 11722 SCALE: 3/16" = 1'-0" 1 EAST EXTERIOR ELEVATION SCALE: 3/16" = 1'-0" 2 SOUTH EXTERIOR ELEVATION X KEYNOTES INDICATED THUS: NO. DESCRIPTION DATE SOFFIT 112' - 0" NORTH - SOUTH LOWER ROOF RIDGE 118' - 0 3/4" NORTH - SOUTH ROOF RIDGE 124' - 8 3/4" FLOOR PLAN 100' - 0" 4 AE302 3 AE302 FOUNDATION 97' - 6" BOTTOM OF WOOD BEAM 110' - 0" FE A A C B A 111B I I BYU-Idaho UNIVERSITY VILLAGE Community Center 4" 1'-0" 4" 1'-0" 4" 1'-0" 4" 1'-0" CONCRETE PRECAST SILLS - SEE DETAIL (9/601) METAL FASCIA - METAL SALES - WEATHERED COPPER ASSPHALT SHINGLES - OWENS CORNING - BLACK SABLE EIFS - MODULAR BRICK - INTERSTATE - IRONSTONE MODULAR BRICK - INTERSTATE - MIDNIGHT BLACK STONE - CEDAR STONE SYPPLY - CEDARS FIELDSTONE CONCRETE CAP SOFFIT 112' - 0" FLOOR PLAN 100' - 0" 2 AE301 1 AE301 EAST - WEST ROOF RIDGE 127' - 1 3/4" EAST - WEST LOWER ROOF RIDGE 121' - 6 3/4" FOUNDATION 97' - 6" BOTTOM OF WOOD BEAM 110' - 0" E 114 113B G E A 4" 1'-0" 4" 1'-0" 4" 1'-0" CONCRETE PRECAST SILLS - SEE DETAIL (9/601) METAL FASCIA - METAL SALES - WEATHERED COPPER ASSPHALT SHINGLES - OWENS CORNING - BLACK SABLE EIFS - MODULAR BRICK - INTERSTATE - IRONSTONE MODULAR BRICK - INTERSTATE - MIDNIGHT BLACK STONE - CEDAR STONE SYPPLY - CEDARS FIELDSTONE STONE - CEDAR STONE SYPPLY - CEDARS FIELDSTONE 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 9 : 2 6 P M EX T E R I O R EL E V A T I O N S CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE202 36 59 CHAD ALLDREDGE 11722 SCALE: 3/16" = 1'-0" 3 WEST EXTERIOR ELEVATION SCALE: 3/16" = 1'-0" 4 NORTH EXTERIOR ELEVATION X KEYNOTES INDICATED THUS: NO. DESCRIPTION DATE SOFFIT 112' - 0" FLOOR PLAN 100' - 0" 4 AE302 3 AE302 EXERCISE ROOMGAME ROOM FOUNDATION 97' - 6" MAIN LOUNGE BOTTOM OF WOOD BEAM 110' - 0" NORTH PATIO KITCHEN SOUTH PATIO 3 AE310 Sim 3 AE311 Sim PREMANUFACTURED TRUSSES PER MFG 4 AE502 SOFFIT 112' - 0" FLOOR PLAN 100' - 0" 4 AE302 3 AE302 WOMEN'S RESTROOM OFFICE FOUNDATION 97' - 6" BOTTOM OF WOOD BEAM 110' - 0" HALLWAY ENTRY LOBBY RECEPTION AREA PREMANUFACTURED TRUSSES PER MFG 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 9 : 3 4 P M B U I L D I N G SE C T I O N S CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE301 37 59 CHAD ALLDREDGE 11722 SCALE: 1/4" = 1'-0" 2 Section 2 SCALE: 1/4" = 1'-0" 1 Section 1 X KEYNOTES INDICATED THUS: 0 1' 2' 4' 8' 0 1' 2' 4' 8' NO. DESCRIPTION DATE SOFFIT 112' - 0" FLOOR PLAN 100' - 0" 2 AE301 1 AE301 PLAY ROOM FOUNDATION 97' - 6" BOTTOM OF WOOD BEAM 110' - 0" MAIN LOUNGE ENTRY LOBBY ENTRY VESTIBULE ENTRY PATIO WEST PATIO 1 AE312 Sim 1 AE310 Sim 1 AE311 Sim PREMANUFACTURED TRUSSES PER MFG SOFFIT 112' - 0" FLOOR PLAN 100' - 0" 2 AE301 1 AE301 WOMEN'S RESTROOM MEN'S RESTROOM TURN STORAGE GAME ROOM MUSIC ROOM FOUNDATION 97' - 6" BOTTOM OF WOOD BEAM 110' - 0" NORTH WALKWAY MECHANICAL ROOMWEST PATIO 2 AE311 Sim PREMANUFACTURED TRUSSES PER MFG 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 9 : 3 9 P M B U I L D I N G SE C T I O N S CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE302 38 59 CHAD ALLDREDGE 11722 SCALE: 1/4" = 1'-0" 4 Section 4 SCALE: 1/4" = 1'-0" 3 Section 3 X KEYNOTES INDICATED THUS: 0 1' 2' 4' 8' 0 1' 2' 4' 8' NO. DESCRIPTION DATE 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES SOFFIT 112' - 0" FLOOR PLAN 100' - 0" FOUNDATION 97' - 6" BOTTOM OF WOOD BEAM 110' - 0" 6" 4" 3' - 2 " SHEATHING SEE STRUCTURAL 2x6 WOOD FRAME 5/8" TYPE 'X' GYPSUM BOARDBRICK VENEER 1" VENTED AIRSPACE SOUND BATT INSULATION 5/8" TYPE 'X' GYPSUM BOARD STOREFRONT WINDOW CONCRETE FOUNDATION WALL WATERPROOF MEMBRANECONCRETE FOOTING CONCRETE SLAB CONCRETE FLOOR SLAB METAL ROOF SOFFIT 1" RIGID INSULATION 9 AE601 4 AE312 3 AE601 7" SOFFIT 112' - 0" FLOOR PLAN 100' - 0" FOUNDATION 97' - 6" 1 AE603 BOTTOM OF WOOD BEAM 110' - 0" 2" 6" 5/8" PLYWOOD 2x6 WOOD FRAME BRICK 1" VENTED AIRSPACE SOUND BATT INSULATION 5/8" TYPE 'X' GYPSUM BOARD ROOF SOFFIT HOLLOW METAL DOOR CONCRETE SLAB WATERPROOF MEMBRANE CONCRETE FOUNDATION WALL CONCRETE FOOTING 1" RIGID INSULATION CONTROL JOINT SOFFIT 112' - 0" FLOOR PLAN 100' - 0" FOUNDATION 97' - 6" BOTTOM OF WOOD BEAM 110' - 0" 2" 9" 6" 8 AE501 2" EXTERIOR INSULATION FINISHING SYSTEM 5/8" PLYWOOD 2x6 WOOD FRAME 5/8" TYPE 'X' GYPSUM BOARD 5/8" TYPE 'X' GYPSUM BOARD STOREFRONT DOOR ROOF SOFFIT CONCRETE SLAB CONCRETE SLAB CONCRETE FOUNDATION WALL CONCRETE FOOTING WATERPROOF MEMBRANE SOUND BATT INSULATION CROWN MOLDING 7 AE501 7' - 2 1 / 8 " SOFFIT 112' - 0" NORTH - SOUTH LOWER ROOF RIDGE 118' - 0 3/4" FLOOR PLAN 100' - 0" 7 AE602 8 AE602 BOTTOM OF WOOD BEAM 110' - 0" 1' - 0 " 8" 5/8" PLYWOOD 2x6 WOOD FRAME 5/8" TYPE 'X' GYPSUM BOARD BRICK 1" VENTED AIRSPACE SOUND BATT INSULATION ROOF STOREFRONT DOOR CONCRETE SLAB CONCRETE SLAB VAULT CEILING VESTIBULE CEILING CONTROL JOINT PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 9 : 3 9 P M W A L L S E C T I O N S CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE310 39 59 CHAD ALLDREDGE 11722 X KEYNOTES INDICATED THUS: SCALE: 1" = 1'-0" 3 EXTERIOR WALL SECTION AT GAME ROOMSCALE: 1" = 1'-0" 2 EXTERIOR WALL SECTION AT MECHANICAL ROOM - HM DOOR 0 1/4' 1/2' 1' 2' 0 1/4' 1/2' 1' 2' SCALE: 1" = 1'-0" 4 EXTERIOR WALL SECTION AT SOCIAL HALL - STOREFRONT DOORSCALE: 1" = 1'-0" 1 INTERIOR WALL SECTION AT VESTIBULE - STOREFRONT WALL 0 1/4' 1/2' 1' 2' 0 1/4' 1/2' 1' 2' NO. DESCRIPTION DATE SILL BELOW WINDOW FOR DRAINAGE 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES SOFFIT 112' - 0" FLOOR PLAN 100' - 0" FOUNDATION 97' - 6" 5/8" TYPE 'X' GYPSUM BOARD SOUND BATT INSULATION 2x6 WOOD FRAME BRICK 5/8" PLYWOOD 1" VENTED AIRSPACE 4 1 / 2 " 6" CROWN MOLDING 5/8" TYPE 'X' GYPSUM BOARD STOREFRONT WINDOW CONCRETE FOUNDATION WALL WATERPROOF MEMBRANE CONCRETE FOOTING CONCRETE SLAB CONCRETE SLAB ROOF SOFFIT 8 AE501 Sim SOFFIT 112' - 0" FLOOR PLAN 100' - 0" FOUNDATION 97' - 6" BOTTOM OF WOOD BEAM 110' - 0" 6" 4 1 / 2 " 1/2" EXTERIOR INSULATION FINISHING SYSTEM 2" RIGID INSULATION 5/8" PLYWOOD 2x6 WOOD FRAME 5/8" TYPE 'X' GYPSUM BOARDBRICK 1" VENTED AIRSPACE SOUND BATT INSULATION 5/8" PLYWOOD 2x6 WOOD FRAME 5/8" TYPE 'X' GYPSUM BOARD STOREFRONT' WINDOW ROOF SOFFIT CONCRETE SLAB CONCRETE SLAB CONCRETE FOUNDATION WALL CONCRETE FOOTING WATERPROOF MEMBRANE SOUND BATT INSULATION SOFFIT 112' - 0" FLOOR PLAN 100' - 0" FOUNDATION 97' - 6" 1/2" EXTERIOR INSULATION FINISHING SYSTEM 2" RIGID INSULATION 5/8" PLYWOOD 2x6 WOOD FRAME 5/8" TYPE 'X' GYPSUM BOARD BRICK 1" VENTED AIRSPACESOUND BATT INSULATION BOTTOM OF WOOD BEAM 110' - 0" 4 1 / 2 " 5/8" PLYWOOD 2x6 WOOD FRAME 5/8" TYPE 'X' GYPSUM BOARD SOUND BATT INSULATION 2" 5/8" TYPE 'X' GYPSUM BOARD STOREFRONT WINDOW CONCRETE FOUNDATION WALL WATERPROOF MEMBRANE CONCRETE FOOTING CONCRETE SLAB 1" RIGID INSULATION SOFFIT 112' - 0" FLOOR PLAN 100' - 0" FOUNDATION 97' - 6" BOTTOM OF WOOD BEAM 110' - 0" 6" 4 1 / 2 " 5/8" PLYWOOD 2x6 WOOD FRAME BRICK 1" VENTED AIRSPACE SOUND BATT INSULATION 5/8" TYPE 'X' GYPSUM BOARD ROOF SOFFIT GAS FIREPLACE CONCRETE SLAB CONCRETE SLAB WATERPROOF MEMBRANE CONCRETE FOUNDATION WALL CONCRETE FOOTING TYPE"X" GYPSUM BOARD 2x4 WOOD FRAME TYPE"X" GYPSUM BOARD 2x4 WOOD FRAME CROWN MOLDING 1" RIGID INSULATION 8 AE501 Sim 1' - 2 1/8" PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 9 : 4 0 P M W A L L S E C T I O N S CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE311 40 59 CHAD ALLDREDGE 11722 X KEYNOTES INDICATED THUS: SCALE: 1" = 1'-0" 2 EXTERIOR WALL SECTION AT SOCIAL HALL - WINDOW SCALE: 1" = 1'-0" 3 EXTERIOR WALL SECTION AT EXERCISE ROOM SCALE: 1" = 1'-0" 4 EXTERIOR WALL SECTION AT OFFICESCALE: 1" = 1'-0" 1 EXTERIOR WALL SECTION AT SOCIAL HALL - FIREPLACE 0 1/4' 1/2' 1' 2' 0 1/4' 1/2' 1' 2' 0 1/4' 1/2' 1' 2' 0 1/4' 1/2' 1' 2' NO. DESCRIPTION DATE 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES SOFFIT 112' - 0" FLOOR PLAN 100' - 0" 3 AE603 BOTTOM OF WOOD BEAM 110' - 0" 2" 9" 2" 5/8" TYPE 'X' GYPSUM BOARD 2x4 WOOD FRAME 5/8" TYPE 'X' GYPSUM BOARD SOUND BATT INSULATION 5/8" TYPE 'X' GYPSUM BOARD CONCRETE SLAB HOLLOW METAL DOOR CONTROL JOINT SOFFIT 112' - 0" FLOOR PLAN 100' - 0" BOTTOM OF WOOD BEAM 110' - 0" 2" 9" 5/8" TYPE 'X' GYPSUM BOARD 2x4 WOOD FRAME SOUND BATT INSULATION 5/8" TYPE 'X' GYPSUM BOARD CONCRETE SLAB OVERHEAD DOOR CROWN MOLDING CONTROL JOINT OVERHEAD DOOR SOFFIT 112' - 0" FLOOR PLAN 100' - 0" 5/8" TYPE 'X' GYPSUM BOARD 2x4 WOOD FRAME5/8" TYPE 'X' GYPSUM BOARD SOUND BATT INSULATION BOTTOM OF WOOD BEAM 110' - 0" 4" 5/8" TYPE 'X' GYPSUM BOARD 2' - 1 1 1 / 2 " CONCRETE SLAB WATERPROOF MEMBRANE CONCRETE FOUNDATION WALL CONCRETE FOOTING CONTROL JOINT STOREFRONT WINDOW MASONRY TIE BRICK VENEER AIR INFILTRATION / WATER RESISTIVE BARRIER FLEXIBLE FLASHING MORTAR GUARD WEEP VENTS AT 32" O.C. STAINLESS STEEL DRIP EDGE WITH HEMMED EDGE, SET ON BED OF CONTINUOUS SEALANT CONCRETE FOUNDATION SEE STRUCTURAL 5/8" SHEATHING SEE STRUCTURAL STUD FRAMING SEE WALL TYPES UNFACED INSULATION TREATED 2x SILL PLATE WITH CONTINUOUS SILL SEALER 1" SEALANT 1 1/2" RIGID INSULATION DOWN TO TOP OF FOOTING CONCRETE FLOOR SLAB SEALANT 5/8" GYPSUM BOARD 1 " RIGID INSULATION 10"1 1/2" VAPOR BARRIER 4 1/2"1"2" 2" MINIMUM TO CONCRETE, 6" TO SOILS PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 9 : 4 1 P M W A L L S E C T I O N S CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE312 41 59 CHAD ALLDREDGE 11722 X KEYNOTES INDICATED THUS: 0 2" 4" 8" 16" SCALE: 1 1/2" = 1'-0" 3 INTERIOR WALL SECTION AT OFFICESCALE: 1 1/2" = 1'-0" 2 INTERIOR WALL SECTION AT STORAGE 1 - OVERHEAD DOORSCALE: 1 1/2" = 1'-0" 1 INTERIOR WALL SECTION AT PLAY ROOM SOUTH SCALE: 3" = 1'-0" 4 EXTERIOR WALL BASE DETAIL (TYP. ) 0 2" 4" 8" 16" 0 2" 4" 8" 16" NO. DESCRIPTION DATE 0 1/2" 2" 3" 6" 3' - 0"1' - 6" 3' - 0 " 3 AE302 1 AE301 3 AE302 1 AE301 3 AE302 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES 3 AE302 3 AE302 3 AE302 1 AE301 4 AE302 11 1 / 2 " 4' - 5 5 / 8 " 1' - 5 1 / 2 " 1' - 9 " 4 AE302 4 AE302 PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 9 : 4 3 P M EN L A R G E D P L A N S & IN T E R I O R EL E V A T I O N S CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE401 42 59 CHAD ALLDREDGE 11722 A C D A B C D X KEYNOTES INDICATED THUS: B B DCA BA C D A A 1 MECHANICAL ROOM SCALE: 1/4" = 1'- 0"2 TURN STOREAGE SCALE: 1/4" = 1'- 0" 3 MEN'S RESTROOM SCALE: 1/4" = 1'- 0" 4 WOMEN'S RESTROOM SCALE: 1/4" = 1'- 0" 5 PLAY ROOM SCALE: 1/4" = 1'- 0" DABC SCALE: 1/4" = 1'- 0"6 ENTRY LOBBY SCALE: 1/4" = 1'- 0"7 SOCIAL HALL A SCALE: 1/4" = 1'- 0"8 MEETING ROOM 0 1' 2' 4' 8' 0 1' 2' 4' 8' 0 1' 2' 4' 8' 0 1' 2' 4' 8' 0 1' 2' 4' 8' 0 1' 2' 4' 8' 0 1' 2' 4' 8' 0 1' 2' 4' 8' NO. DESCRIPTION DATE REF. 1 AE301 1 AE301 2 1 / 4 " 8' - 0" 5 1/4"1' - 6 3/4" 3' - 0" 2 1 / 4 " 2' - 3 3 / 4 " 2' - 6 " 1' - 0"1' - 6" AE402 AE402 F E C 3' - 8"12' - 8"3' - 9" 2' - 5 1 / 2 " 4' - 6 " 4' - 2 " 2' - 0"2' - 6"1' - 9"3' - 0"1' - 0"2' - 0" 1' - 6"3' - 0"3' - 0"1' - 6"1' - 6"1' - 6" 1 1 D AE402 5 AE402 3 A B 1 1 5 7/8"3' - 0"5 7/8" 5 7/8"5 7/8"3' - 0" 2' - 10" 3' - 0 " 1' - 6"3' - 0"3' - 0"1' - 6" 12' - 0" 2' - 1 0 1 / 2 " 2 AE301 1' - 5 1 / 2 " 1' - 0 " 3' - 0"3' - 0"1' - 9"2' - 6"2' - 0" 2' - 1 0 1 / 2 " 2' - 6 " 1' - 6 " 3 7/8" 3' - 4" 3 7/8" 6' - 1 1 1 / 2 " 5 7/8"3' - 0"5 7/8" 3' - 7" 6 1 / 4 " 1' - 8 1 / 2 " 1' - 3 " 1' - 3 " 1' - 3 " 1' - 1 1 1 / 2 " AE402 2AA 2C AE402 9 5 / 8 " 4' - 5 1 / 2 " 3' - 6 1 / 2 " 3' - 1 5/8" 8' - 9 5 / 8 " 2B AE402 3' - 2 " 1 1 / 4 " 2C AE402 3' - 5 1/2"1"1"8 5/8"1' - 5 1/4" 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES 1' - 5 " 2 AE301 5' - 2 1 / 2 " 1' - 5 " 2 AE301 8' - 4"2' - 0" 8' - 10 1/4" 2' - 0"2' - 0"2' - 0"8' - 4"7' - 2 7/8" 2' - 0"2' - 0"9' - 4"2' - 0" 2' - 1 1/8" 2' - 1 0 1 / 2 " 3' - 0 " 3' - 0 " 4' - 2" 2' - 1 0 1 / 2 " 2' - 1 1/8" 3' - 0 " 2' - 1 0 1 / 2 " 9' - 0" 12' - 0" 2C AE402 8' - 7 5/8" 2' - 1 1 5 / 8 " 3' - 4 1/2"4' - 7 1/2"7 5/8" 2' - 4 " FLOOR PLAN 100' - 0" FOUNDATION 97' - 6" 2B AE402 1' - 0 " 2' - 2 " 4" 3' - 0 " 2' - 2 1/2" PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 9 : 4 6 P M EN L A R G E D P L A N S & IN T E R I O R EL E V A T I O N S CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE402 43 59 CHAD ALLDREDGE 11722 C DAB C E F A X KEYNOTES INDICATED THUS: 1 ENLARGED KITCHEN PLAN / ELEVATIONS SCALE: 1/4" = 1'- 0" BA C D E F 3 EXERCISE ROOM SCALE: 1/4" = 1'- 0" A B C D E F 4 INDOOR STORAGE SCALE: 1/4" = 1'- 0"5 RECEPTION AREA SCALE: 1/4" = 1'- 0" 2 ENLARGED GRILL PLAN / ELEVATIONS SCALE: 1/4" = 1'- 0" 0 1' 2' 4' 8' 0 1' 2' 4' 8' 0 1' 2' 4' 8' 0 1' 2' 4' 8' 0 1' 2' 4' 8' B DA B C NO. DESCRIPTION DATE WATER FOUNTAIN FOUNDATION 97' - 6" 1A AE501 2' - 6" 2"2" 1' - 6 1/2" 4' - 0 " 5" 4" 3" 2" VARIES 1B AE501 8" FOUNDATION 97' - 6" 2 1/2" 4' - 11" 8"1' - 6"1' - 0"1' - 6" 2B AE501 2 1/2" 2A AE501 VARIES 4" 3" 2" 8' - 0 " 5" 2C AE501 4' - 11" 2' - 5 " 8 3/4"3' - 5 1/2"8 3/4" 8 3 / 4 " 11 1 / 2 " 8 3 / 4 " 2C AE501 2' - 10" 8" 1' - 6 1 / 2 " 8" 8"1' - 6 1/2"8" 2' - 1 0 " RIGID INSULATION REINFORCING MESH EMBEDDED IN BASE COAT & OVERLAPPING THE REINFORCING MESH A MINIMUM OF 2 1/2" REINFORCING MESH EMBEDDED IN BASE COAT FINISH COAT 1" 1" SOFFIT 112' - 0" BOTTOM OF WOOD BEAM 110' - 0" 2x 3/4" HARD WOOD 2x6 WOOD STUD PLYWOOD 4" 6" 2" 4" 1 1/2" 4a AE501 4b AE501 7' - 11" 3' - 0 " 4 AE501 A 4 AE501 B 4 AE501 C 4b AE501 2 1 / 4 " 1' - 6 3/4"5 1/4"6' - 0" 8' - 0" 4c AE501 4.2 AE501 4.1 AE501 3 1/2" WOOD STUD 5/8" SHEATHING WOOD FINISH 4a AE501 1' - 0"6"1' - 6" 3' - 0" 2 1 / 4 " 1' - 1 1 3 / 4 " 4" 2' - 6 " 4c AE501 STEEL ANGLE 5' - 4" 8"1' - 6"1' - 0"1' - 6"8" 2' - 1 0 " 8" 1' - 6 " 8" 2C AE501 SOFFIT 112' - 0" BOTTOM OF WOOD BEAM 110' - 0"2" 2"5 1/2"2" EIFS STRUCTURAL BEAM SOFFIT 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES ELEVATION 103' - 11 7/8" STUD WALL. SEE WALL TYPES 5/8" GYPSUM BOARD BATT INSULATION VAPOR BARRIER BRICK VENEER WALL SHEATHING, SEE STRUCTURAL AIR INFILTRATION BARRIER BRICK MORTAR 1" RIGID INSULATION 1" AIR SPACE BEDDING SEAL UNDER METAL FLASHING 2" EIFS MASONRY TIES BUILDING PAPER TO LAP METAL FLASSHING AND LAP LOWER BUILDING PAPER MIN 8" (3X) 2x6 FRAMING MEMBERS 5/8" GPYSUM BOARD BRICK VENEER BATT INSULATION SHEATHING AIR SPACE 1" RIGID INSULATION AIR INFILTRATION BARRIER VAPOR BARRIER BATT INSULATION SHEATHING 2" RIGID INSULATION/EIFS AIR INFILTRATION BARRIER VAPOR BARRIER WATER DRAINAGE EIFS - SEE SPECS CONTINUOUS CAULK SEALANT BACKER ROD 2' - 6" 2' - 6 " 4b AE501 4c AE501 4a AE501 4c AE501 4b AE501 4c AE501 4a AE501 4b AE501 5 1/4"5' - 11 7/8" 1' - 5 3 / 4 " WALL STEEL ANGLE 1 1/2" x 1 1/2" x 1/8" FULL WIDTH 3/16" x 2 1/2" LONG BOLT INTO FRAMING AT 6" O.C. 1 1/2" IN FROM END 3/16" x 1 1/2" PAN HEAD FASTENER AT 6" O.C. 2" IN FROM END 1/2" SOLID SURFACE 3/4" PLYWOOD (GLUED + SCREWED) 2 1 / 4 " FOUNDATION 97' - 6" 2B AE501 2A AE501 VARIES STEEL COLUMN - SEE STRUCTURAL 2X4 WOOD FRAMING 5/8" PLYWOOD TAR PAPER, 2 PLY, GRADE D, 30 LBS, OVERLAP 4" - 6" METAL LATHE CEDAR STONE, 1" - 1/ 1/2" THICK, DRY STACK, SAME PATTERN AND COLORS AS ON THE CEDARS APARTMENT COMPLEX BRICK VENEER EIFS 8" 2" 3" PREFINISHED METAL FLASHING - COLOR TO MATCH FASCIA PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 9 : 4 7 P M DE T A I L S CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE501 44 59 CHAD ALLDREDGE 11722 SCALE: 1/2" = 1'-0" 1 COLUMN DETAILS SCALE: 1/2" = 1'-0" 2 DOUBLED COLUMN DETAILS B A SCALE: 6" = 1'-0" 6 EIFS - ENLARGED REVEAL DETAIL SCALE: 3" = 1'-0" 8 CROWN MOLDING SCALE: 1/2" = 1'-0" 4 RECEPTION DESK DETAILS a b A SCALE: 1 1/2" = 1'-0" 5 BEAM FINISH DETAIL SCALE: 3" = 1'-0" 7 WALL TRANSITION DETAIL AT WAINSCOT SCALE: 3" = 1'-0" 3 WALL TRANSITION CORNERS B 0 2" 4" 8" 16" 0 1/2" 2" 3" 6" A B C PLAN VIEW FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR c 4.24.1 0 1/2" 2" 3" 6" 0 1/2" 2" 3" 6" NO. DESCRIPTION DATE 3 1/2" WOOD STUD 5/8" SHEATHING WOOD FINISH BASE BOARD C 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES FLOOR PLAN 100' - 0" BOTTOM OF WOOD BEAM 110' - 0" 1B AE502 1C AE502 7' - 2 " 2"3' - 8"2" 3' - 3 1 / 2 " 1 1 / 2 " 3 1 / 2 " 1 1 / 2 " 2' - 1 1 1 / 2 " 4 1 / 2 " 4' - 0" 2' - 7 3 / 4 " 3" FLOOR PLAN 100' - 0" BOTTOM OF WOOD BEAM 110' - 0" 1C AE502 4 1 / 2 " 3/ 4 " 2' - 7 3 / 4 " 1' - 0" 1' - 10" 3" 1 1 / 2 " 3 1 / 2 " 1' - 6"3 1/2" 1B AE502 2"3' - 8"2" 1' - 1 0 " 1' - 8 1 / 2 " 2" 1' - 1 3/4" 2"2' - 0 1/4"2" FLOOR PLAN 100' - 0" FOUNDATION 97' - 6" EQ EQ 3' - 6 " 1' - 0 3/4" TYP. 5' - 0" 6" 6" 8" T.O. LANDING T.O. LANDING 95' - 10 3/4" 92' - 3 11/16" 15 R I S E R S @ 6 1 / 8 " E A . = 7 ' - 7 7 / 8 " GUARDRAIL SYSTEM CAST-IN-PLACE ARCHITECTURAL CONCRETE WALL, SEE 3/AE502 FOR TYPICAL HOLE & CHAMFER PATTERNS. 2B AE502 2C AE502 1' - 1" 1' - 6" 5' - 0" CONTROL JOINT 2B AE502 CONTROL JOINT CONTROL JOINT 3" PRE-FORMED HOLE OR CORE DRILL - VERIFY THAT HOLE DOES NOT CONFLICT WITH CONCRETE HEATING SYSTEM NON-SHRINK GROUT PROVIDE BACKER ROD AND SEALANT ABOVE GROUT FILL. SLOPE SEALANT AWAY FROM GUARDRAIL. SEALANT TO MATCH COLOR OF CONCRETE. POWDER COATED STEEL HANDRAIL / GUARDRAIL 8" 1" 8" 1" CHAMFER 1% SLOPE TYP. TOP LANDING BOTTOM LANDING 1/2" RADIUS (TYPICAL) EXPANSION JOINT FILLER #4 RE-BAR 1" SOFFIT 112' - 0" FLOOR PLAN 100' - 0" 2 5 / 8 " 3" 3" 10 1 / 8 " 10 1 / 8 " 7 5/8" 11 3/4" 5 3 / 8 " SOFFIT 112' - 0" BOTTOM OF WOOD BEAM 110' - 0" 1' - 7 5 / 8 " 1' - 9 " 5/8" GYPSUM BEAM COVER 3/4" WOOD BEAM COVER WITH FINISHING CROWN MOLDING - SEE DETAIL 8/501 PROJECT NAME: SHEET NAME: OF SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DATE 5/ 1 3 / 2 0 1 9 2 : 1 9 : 5 0 P M DE T A I L S UN I V E R S I T Y V I L L A G E Dyer Group LLC 343 E 4th N Suite 108 Rexburg, ID 83440-6001 Contact: Winston Dyer (208) 390-9700 ARW Engineers 1594 West Park Circle Ogden, UT 84404 Contact: Justin Naser justinn@arwengineers.com (801) 782-6608 CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE502 45 59 ©2019 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 CHAD ALLDREDGE 11722 Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com (208) 529-9504 C O M M U N I T Y C E N T E R Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439 Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwayne Sudweeks dcs@engsystems.com (208) 233-0501 Resin Architecture 520 Shoup Avenue Idaho Falls, ID 83402 Contact: Graham Whipple graham@resinarchitecture.com (208)-757-5700 CIVIL ENGINEER STRUCTURAL ENGINEER ELETRICAL ENGINEER SPECIFICATIONS CONSULTANT LANDSCAPE DESIGNER MECHANICAL ENGINEER SCALE: 1/2" = 1'-0" 1 PRINTER STATION B C NO. DESCRIPTION DATE SCALE: 1/2" = 1'-0" 2 EXTERIOR CONCRETE STAIR SECTION C B SCALE: 3/4" = 1'-0" SCALE: 3" = 1'-0" SCALE: 1/2" = 1'-0" 3 WALL CORNER DETAIL - TYP.SCALE: 1 1/2" = 1'-0" 4 Section 2 - Callout 1 A. F . F . 1' - 6 " 8' - 4 " 5' - 6 " 2" 2' - 8 " A. F . F . 3' - 0 " 4' - 2 5 / 8 " 3' - 0 " 6' - 1 0 " 8' - 4 " A. F . F . 3' - 0 " 6' - 1 0 " 9' - 5 3 / 8 " 1' - 6 " 2' - 6" 4' - 0" 4' - 0"8' - 0" A FINISHED FLOOR 8' - 4 " A. F . F . 1' - 6 " 6' - 1 0 " A. F . F . 3' - 0 " 8' - 0" FINISHED FLOOR 2' - 8 " 2" 5' - 6 " A. F . F . 1' - 6 " 2' - 8 " 2" 5' - 6 " B 8' - 4 " A. F . F . 1' - 6 " 15' - 8" C D 2' - 8 " 2" 4' - 0 " E 4' - 0 " 2" 2' - 8 " 4' - 0 " 2" 2' - 8 " 3' - 4"2"6' - 1"2"3' - 4" F G H I 3' - 9 3 / 8 " 2" 5' - 6 " FINISHED FLOOR 6' - 5" 4' - 2 " A. F . F . 3' - 0 " 18' - 8 1/2" 4' - 2 " 3' - 0 " 9' - 5 1/2" 4' - 2 " 3' - 0 " 6' - 4 1/2" J K L Ex t e r i o r W i n d o w s In t e r i o r W i n d o w s 13' - 1" 4' - 8"2"6' - 0"2"4' - 8" 8 AE601 9 AE601 2 AE602 3 AE602 6 AE601 4 AE601 1 AE602 1 AE601 7' - 2 " 2 AE601 7 AE601 4' - 0" 2' - 8 " 2" 5' - 6 " 3 AE601 6 AE601 8 AE601 8 AE601 8 AE601 8 AE601 7 AE601 6 AE601 6 AE601 7 AE601 6 AE601 6 AE601 6 AE601 7 AE601 6 AE601 6 AE601 6 AE601 9 AE601 9 AE601 9 AE601 2 AE602 2 AE602 3 AE602 3 AE602 1 AE602 1 AE602 3 AE601 4 AE601 4 AE601 4 AE601 3 AE601 6 AE601 3 AE601 4 AE601 7 AE601 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES (3) 2x6 FRAMING MEMBERS - SEE STRUCTURAL 5/8" GPYSUM BOARD - WRAP TO WINDOW FRAME STOREFRONT WINDOW SYSTEM CONTINUOUS BACKER ROD & SEALANT BRICK VENEER BATT INSULATION SHEATHING AIR SPACE 1" RIGID INSULATION SEALANT AIR INFILTRATION BARRIER VAPOR BARRIER 4 1 / 8 " (T Y P I C A L ) 3 5 /8 " STUD WALL - SEE STRUCTURAL BATT INSULATION 5/8" GYPSUM BOARD SUSPENDED CEILING SYSTEM WITH GYPSUM BOARD HEADER PER STRUCT. 5/8" GYPSUM BOARD WINDOW SYSTEM BRICK (BEYOND) CONTINUOUS BACKER ROD AND SEALANT MORTAR GUARD AIR INFILTRATION BARRIER WALL SHEATHING VAPOR BARRIER BRICK VENEER 1" RIGID INSULATION 1/4"x4" ANCHOR BOLT @ 24" O.C. SEALANT AIR SPACE 1/2" B.O. HEADER ELEVATION 109' - 10 3/4"5 AE601 METAL SOFFIT SUSPENDED CEILING SYSTEM WITH GYPSUM BOARD PRE-MANUFACTURED TRUSS - SEE STRUCTURAL B.O. ROUGH OPENING TOP OF FLOOR LINE ELEVATION 100' - 0" ELEVATION 102' - 11 1/2" 1" 1" SOLID SURFACE SILL STUD WALL - SEE STRUCTURAL 5/8" GYPSUM BOARD BATT INSULATION VAPOR BARRIER TREATED PLATE WITH SILL SEALER ANCHOR BOLT - SEE STRUCTURAL CONCRETE FLOOR SLAB - SEE STRUCTURAL 1 1/2" RIGID INSULATION DOWN TO TOP OF FOOTING WEEP HOLES AT 32" O.C. STAINLESS STEEL FLASHING MORTAR GUARD BRICK VENEER WALL SHEATHING - SEE STRUCTURAL CONCRETE FOUNDATION WALL - SEE STRUCTURAL AIR INFILTRATION BARRIER PRECAST CONCRETE CONTINUOUS BACKER ROD AND SEALANT WINDOW SYSTEM MASONRY TIES 1" RIGID INSULATION 3 " 3 /8 " 5 1/8" SEALANT CONTINUOUS KERF CUT 1/2" 1" AIR SPACE 1 1 /2 " 1 1/2" B.O. ROUGH OPENING TOP OF FLOOR LINE ELEVATION 100' - 0" ELEVATION 101' - 5 1/2" 1" SOLID SURFACE SILL 5/8" GYPSUM BOARD BATT INSULATION VAPOR BARRIER TREATED PLATE WITH SILL SEALER ANCHOR BOLT - SEE STRUCTURAL CONCRETE FLOOR SLAB - SEE STRUCTURAL 1 1/2" RIGID INSULATION DOWN TO TOP OF FOOTING WEEP HOLES AT 32" O.C. STAINLESS STEEL FLASHING MORTAR GUARD CONCRETE FOUNDATION WALL - SEE STRUCTURAL AIR INFILTRATION BARRIER PRECAST CONCRETE CONTINUOUS BACKER ROD AND SEALANT WINDOW SYSTEM MASONRY TIES 3 " 3 /8 " SEALANT CONTINUOUS KERF CUT 1/2" 1 1 /2 " 1 1/2" 1/2" STUD WALL - SEE STRUCTURAL BATT INSULATION 5/8" GYPSUM BOARD SUSPENDED CEILING SYSTEM WITH GYPSUM BOARD HEADER PER STRUCT. WINDOW SYSTEM BRICK (BEYOND) AIR INFILTRATION BARRIER WALL SHEATHING VAPOR BARRIER BRICK VENEER 1" RIGID INSULATION 1/4"x4" ANCHOR BOLT @ 24" O.C. AIR SPACE B.O. HEADER ELEVATION 111' - 0" METAL SOFFIT PRE-MANUFACTURED TRUSS - SEE STRUCTURAL STUD WALL - SEE STRUCTURAL BATT INSULATION 5/8" GYPSUM BOARD SUSPENDED CEILING SYSTEM WITH GYPSUM BOARD HEADER PER STRUCT. 5/8" GYPSUM BOARD WINDOW SYSTEM BRICK (BEYOND) CONTINUOUS BACKER ROD AND SEALANT MORTAR GUARD AIR INFILTRATION BARRIER WALL SHEATHING VAPOR BARRIER BRICK VENEER 1" RIGID INSULATION 1/4"x4" ANCHOR BOLT @ 24" O.C. SEALANT AIR SPACE B.O. HEADER ELEVATION 107' - 3 1/4" (3) 2x6 FRAMING MEMBERS - SEE STRUCTURAL 5/8" GPYSUM BOARD - WRAP TO WINDOW FRAME STOREFRONT WINDOW SYSTEM CONTINUOUS BACKER ROD & SEALANT BATT INSULATION SHEATHING 2" RIGID INSULATION/EIFS SEALANT AIR INFILTRATION BARRIER VAPOR BARRIER 4 1 /8 " STUD WALL - SEE STRUCTURAL BATT INSULATION 5/8" GYPSUM BOARD SUSPENDED CEILING SYSTEM WITH GYPSUM BOARD HEADER PER STRUCT. 5/8" GYPSUM BOARD WINDOW SYSTEM CONTINUOUS BACKER ROD AND SEALANT AIR INFILTRATION BARRIER WALL SHEATHING VAPOR BARRIER 2" RIGID INSULATION/EIFS SEALANT B.O. HEADER ELEVATION 109' - 10 3/4" METAL SOFFIT SUSPENDED CEILING SYSTEM WITH GYPSUM BOARD PRE-MANUFACTURED TRUSS - SEE STRUCTURAL BATT INSULATION SUSPENDED CEILING SYSTEM WITH GYPSUM BOARD HEADER PER STRUCT. 5/8" GYPSUM BOARD WINDOW SYSTEM BRICK (BEYOND) CONTINUOUS BACKER ROD AND SEALANT MORTAR GUARD AIR INFILTRATION BARRIER WALL SHEATHING VAPOR BARRIER BRICK VENEER 1" RIGID INSULATION 1/4"x4" ANCHOR BOLT @ 24" O.C. SEALANT AIR SPACE B.O. HEADER ELEVATION 109' - 10 3/4" FLASHING PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 9 : 5 2 P M W I N D O W S C H E D U L E CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE601 46 59 CHAD ALLDREDGE 11722 X KEYNOTES INDICATED THUS: A. EXTERIOR WINDOW SYSTEM IS BASED ON "KAWNEER" TRIFAB VG 451T SERIES B. ALL EXTERIOR WINDOW TO BE GLAZED W/ 1" CLEAR LOW-E INSULATED GLASS UNLESS NOTED OTHERWISE C. ALL INTERIOR WINDOW TO BE GLAZED W/ 1/4" CLEAR SINGLE PANE GLASS UNLESS NOTED OTHERWISE D. VERIFY ALL SIZES PRIOR TO PURCHASE OR INSTALLATION SCALE: 3" = 1'-0" 6 WINDOW JAMB - STOREFRONT SCALE: 1 1/2" = 1'-0" 3 WINDOW HEAD - STOREFRONT SCALE: 1 1/2" = 1'-0" 9 WINDOW SILL 3'- 0" - STOREFRONT NOT TO CONSTRUCTION 04/02/19 SCALE: 1 1/2" = 1'-0" 8 WINDOW SILL 1' - 6" - STOREFRONT SCALE: 1 1/2" = 1'-0" 1 WINDOW HEAD - STOREFRONT "I"SCALE: 1 1/2" = 1'-0" 2 WINDOW HEAD - STOREFRONT "H" SCALE: 3" = 1'-0" 7 WINDOW JAMB EIFS - STOREFRONT SCALE: 1 1/2" = 1'-0" 4 WINDOW HEAD EIFS - STOREFRONT SCALE: 3" = 1'-0" 5 WINDOW HEAD - STOREFRONT - DETAIL 0 1/2" 2" 3" 6" 0 1/2" 2" 3" 6" 0 1/2" 2" 3" 6" NO. DESCRIPTION DATE DOOR CURTAIN WALL - DOUBLE DOOR CURTAIN WALL - SINGLE SINGLE FLUSH - WOOD 10' - 0" 7 ' - 9 7 /8 " SINGLE FLUSH - METAL SINGLE FLUSH - METAL ROLLER SHUTTER DOOR - OVERHEAD CEILING DOORABCDEF 6' - 1"3' - 4 1/2"5' - 0"9' - 4 1/2" 6' - 0"1' - 8 1/4"1' - 8 1/4"1' - 9 3/4"3' - 2 1/4"2' - 10 3/4"3' - 2 1/4" 7 ' - 0 " 2 " 2 ' - 8 " FINISHED FLOOR 7 ' - 2 " 7 ' - 2 " 3' - 4 1/2"3' - 10 1/2" ALUMINUM STOREFRONT ALUMINUM STOREFRONT ALUMINUM STOREFRONT ALUMINUM STOREFRONT HOLLOW METAL FRAME - EXTERIOR HOLLOW METAL FRAME - EXTERIOR 7 AE602 3' - 0" 7 ' - 0 " 6' - 0" 7 ' - 0 " 7 ' - 0 " 3' - 0" 7 ' - 0 " 3' - 0"3' - 6" 7 ' - 0 " a b c d g h FINISHED FLOOR 1 AE603 2 AE603 9 ' - 1 0 " 3' - 4 3/8" 6 AE602 9 AE602 ALUMINUM STOREFRONT - INTERIOR e 8 AE602 1 AE603 2 AE603 5 AE602 4 AE602 7 ' - 2 " 7 ' - 2 " 3' - 4 1/2" HOLLOW METAL FRAME - INTERIORf 3 AE603 4 AE6037 AE602 7 AE602 7 AE602 E E E E E E E 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES FLOOR - SEE FINISH SECHEDULE THRESHOLD EXTERIOR CONCRETE (SLOPED) DOOR AS SCHEDULED WEATHER STRIPPING W/DRIP EDGE SEALANT 2" CONTROL JOINT 2x4 TREATED (CUT TO FIT) CONTINUOUS W/ 3/8"x 4" ANCHOR BOLTS AT 24" O.C. ANCHOR W/ WOOD SCREWS AT 16" O.C. 1/4" x 10" ALUM. THRESHOLD W/ BEVELED EDGES CARPET/TILE - SEE FINISH SCHEDULE EXPANSION JOINT WOOD FLOORING SYSTEM 1 1/2" DOOR AS SCHEDULED (3) 2x6 FRAMING MEMBERS. SEE WALL TYPES 5/8" GPYSUM BOARD. WRAP TO WINDOW FRAME STOREFRONT DOOR SYSTEM CONTINUOUS BACKER ROD & SEALANT BRICK VENEER BATT INSULATION SHEATHING AIR SPACE 1" RIGID INSULATION SEALANT AIR INFILTRATION BARRIER VAPOR BARRIER 4 1 /8 " STUD WALL. SEE WALL TYPES BATT INSULATION 5/8" GYPSUM BOARD SUSPENDED CEILING SYSTEM WITH GYPSUM BOARD DOOR SYSTEM CONTINUOUS BACKER ROD AND SEALANT VAPOR BARRIER 5/8" GYPSUM BOARD B.O. HEADER ELEVATION 107' - 2" (2) 2x4 FRAMING MEMBERS. SEE WALL TYPES 5/8" GPYSUM BOARD. WRAP TO WINDOW FRAME STOREFRONT DOOR SYSTEM BATT INSULATION (3) 2x6 FRAMING MEMBERS. SEE WALL TYPES 5/8" GPYSUM BOARD. WRAP TO WINDOW FRAME STOREFRONT DOOR SYSTEM CONTINUOUS BACKER ROD & SEALANT BATT INSULATION SHEATHING 2" RIGID INSULATION/EIFS SEALANT AIR INFILTRATION BARRIER VAPOR BARRIER 4 1 /8 " B.O. ROUGH OPENING TOP OF FLOOR LINE ELEVATION 100' - 0" ELEVATION 102' - 11 1/2" STUD WALL - SEE STRUCTURAL 5/8" GYPSUM BOARD BATT INSULATION VAPOR BARRIER TREATED PLATE WITH SILL SEALER ANCHOR BOLT - SEE STRUCTURAL CONCRETE FLOOR SLAB - SEE STRUCTURAL 1 1/2" RIGID INSULATION DOWN TO TOP OF FOOTING 5/8" GYPSUM BOARD CONCRETE FOUNDATION WALL - SEE STRUCTURAL CONTINUOUS BACKER ROD AND SEALANT WINDOW SYSTEM VAPOR BARRIER B.O. HEADER ELEVATION 107' - 2 1/4" STUD WALL - SEE STRUCTURAL BATT INSULATION 5/8" GYPSUM BOARD SUSPENDED CEILING SYSTEM WITH GYPSUM BOARD WINDOW SYSTEM CONTINUOUS BACKER ROD AND SEALANT VAPOR BARRIER 5/8" GYPSUM BOARD (2) 2x4 FRAMING MEMBERS - SEE STRUCTURAL 5/8" GPYSUM BOARD - WRAP TO WINDOW FRAME STOREFRONT WINDOW SYSTEM BATT INSULATION DOOR SCHEDULE WT FAMILY TYPE WT FRAME HARDWARE COMMENTSMARKSINGLE / PAIR WIDTH HEIGHT GLASS DOOR MATERIAL TYPE MATERIAL 1B Door-Curtain-Wall-Single-Storefront Door-Curtain-Wall-Single-Storefront Single 3' - 0" 7' - 0" d QEL CARD 101A Door-Curtain-Wall-Double-Storefront Door-Curtain-Wall-Double-Storefront Pair 6' - 0" 7' - 0" a QEL CARD ADA/LEAF ACTIVATED BY ADA 101B Door-Curtain-Wall-Double-Storefront Door-Curtain-Wall-Double-Storefront Pair 6' - 0" 7' - 0" a QEL CARD ADA/LEAF ACTIVATED BY ADA 104 Single-Flush 36" x 84"Single 3' - 0" 7' - 0" f NDE 105 Single-Flush 36" x 84"Single 3' - 0" 7' - 0" f NDE 106 Steel_roller_Shutter_door Roller Shutter Door Pair 10' - 0" 7' - 0" - MANUAL COILING DOOR 107 Single-Flush 36" x 84"Single 3' - 0" 7' - 0" f NDE 108 Door-Passage-Single-Flush Metal Door-Passage-Single-Flush 36" x 84" Single 3' - 0" 7' - 0" g AD 300 109 Door-Curtain-Wall-Single-Storefront Door-Curtain-Wall-Single-Storefront Single 3' - 0" 7' - 0" b OPEN KNOB 110A Single-Flush 36" x 84"Single 3' - 0" 7' - 0" f KEY LOCK OUTSIDE 111A Door-Curtain-Wall-Single-Storefront Door-Curtain-Wall-Single-Storefront Single 3' - 0" 7' - 0" c QEL CARD 111B Door-Curtain-Wall-Single-Storefront Door-Curtain-Wall-Single-Storefront Single 3' - 1 1/2" 7' - 0" c QEL CARD 112 Single-Flush 36" x 84"Single 3' - 0" 7' - 0" f OPEN LOCK 113A Single-Flush 36" x 84"Single 3' - 0" 7' - 0" f AD 300 113B Door-Curtain-Wall-Single-Storefront Door-Curtain-Wall-Single-Storefront Single 3' - 0" 7' - 0" b QEL FUTURE CARD READER 113C Door-Curtain-Wall-Single-Storefront Door-Curtain-Wall-Single-Storefront Single 3' - 0" 7' - 0" e OPEN KNOB 114 Door-Passage-Single-Flush Metal Door-Passage-Single-Flush 42" x 84" Single 3' - 6" 7' - 0" - h AD 300 115 Single-Flush 36" x 84"Single 3' - 0" 7' - 0" f OPEN KNOB 116 Door-Curtain-Wall-Single-Storefront Door-Curtain-Wall-Single-Storefront Single 3' - 0" 7' - 0" e OPEN KNOB 117 Single-Flush 36" x 84"Single 3' - 0" 7' - 0" f NDE 118 Single-Flush 36" x 84"Single 3' - 0" 7' - 0" f KEY LOCK OUTSIDE 119 Single-Flush 36" x 84"Single 3' - 0" 7' - 0" f KEY LOCK OUTSIDE PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 9 : 5 5 P M WI N D O W & D O O R SC H E D U L E S CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE602 47 59 CHAD ALLDREDGE 11722 X KEYNOTES INDICATED THUS: A. ALUMINUM STOREFRONT ENTRANCES ARE BASED ON "KAWNEER" 350 MEDIUM STYLE ENTRANCES B. ALL STOREFRONT SIDE WINDOW TO BE GLAZED W/ TEMPERED GLASS (SHOWN AS 'T') SCALE: 3" = 1'-0" 8 THRESHOLD @ EXTERIOR DOOR SCALE: 3" = 1'-0" 10THRESHOLD @ FLOOR TRANSITION NOT TO CONSTRUCTION 04/02/19 SCALE: 3" = 1'-0" 7 TRANSOM BAR SCALE: 3" = 1'-0" 5 DOOR JAMB - STOREFRONT SCALE: 3" = 1'-0" 9 DOOR HEAD - INTERIOR STOREFRONT SCALE: 3" = 1'-0" 6 DOOR JAMB - INTERIOR STOREFRONT SCALE: 3" = 1'-0" 4 DOOR JAMB EIFS - STOREFRONT 0 1/2" 2" 3" 6" 0 1/2" 2" 3" 6" 0 1/2" 2" 3" 6" 0 1/2" 2" 3" 6" 0 1/2" 2" 3" 6" Coiling SCALE: 1 1/2" = 1'-0" 2 WINDOW SILL - INTERIOR STOREFRONT SCALE: 1 1/2" = 1'-0" 1 WINDOW HEAD - INTERIOR STOREFRONT SCALE: 3" = 1'-0" 3 WINDOW JAMB - INTERIOR STOREFRONT 0 1/2" 2" 3" 6" 0 1/2" 2" 3" 6" 0 1/2" 2" 3" 6" A. EXTERIOR WINDOW SYSTEM IS BASED ON "KAWNEER" TRIFAB VG 451T SERIES B. ALL EXTERIOR WINDOW TO BE GLAZED W/ 1" CLEAR LOW-E INSULATED GLASS UNLESS NOTED OTHERWISE C. ALL INTERIOR WINDOW TO BE GLAZED W/ 1/4" CLEAR SINGLE PANE GLASS UNLESS NOTED OTHERWISE D. VERIFY ALL SIZES PRIOR TO PURCHASE OR INSTALLATION E. TEMPERED GLASS NO. DESCRIPTION DATE 1. ALL EXISTING CONSTRUCTION IS TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. 2. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 3. DIMENSIONS TO FACE OF STUD UNO. GENERAL NOTES (3) 2X6 HEADERS WITH SHEATHING SHIMS 2 X 6 FRAMING DOOR FRAME FILL FRAME WITH BATT INSULATION 5/8" GYPSUM BOARD SEALANT (BOTH SIDES) WALL SHEATHING 1" RIGID INSULATION MASONRY TIE AIR INFILTRATION / WATER RESISTIVE BARRIER BRICK VENEER. ORIENTED AS PER ELEVATIONS B.O. HEADER ELEVATION 107' - 2 5/8" 5/8" BACKER ROD CAULKING 1" AIR SPACE 2 X 6 FRAMING DOOR FRAME FILL FRAME WITH BATT INSULATION 9 3 /4 " 5/8" GYPSUM BOARD SEALANT (BOTH SIDES) WALL SHEATHING 1" RIGID INSULATION 1" AIR SPACE AIR INFILTRATION / WATER RESISTIVE BARRIER BRICK VENEER. ORIENTED AS PER ELEVATIONS (2) 2X6 HEADERS WITH SHEATHING SHIMS 2 X 4 FRAMING 5/8" GYPSUM BOARD SEALANT (BOTH SIDES) DOOR FRAME FILL FRAME WITH BATT INSULATION (2) 2x4 FRAMING 2x4 FRAMING 5/8" GYPSUM BOARD SEALANT (BOTH SIDES) DOOR FRAME FILL FRAME WITH BATT INSULATION 2"3" WHERE WALL OCCURS PROJECT NAME: SHEET NAME: OF 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 DYER GROUP LLC 343 E 4th N SUITE 108 REXBURG, ID 83440-6001 CONTACT: WINSTON DYER (208) 390-9700 STRUCTURAL ENGINEER ARW ENGINEERS 1594 WEST PARK CIRCLE OGDEN, UT 84404 CONTACT: JUSTIN NASER justinn@arwengineers.com (801) 782-6608 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1135 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) 232-4439 LANDSCAPE DESIGNER WEAVER & ASSOCIATES 1605 S WOODRUFF AVENUE IDAHO FALLS, ID 83404 CONTACT: DAVE WEAVER weaverlandscaping@gmail.com (208) 529-9504 SPECIFICATIONS CONSULTANT RESIN ARCHITECTURE 305 1ST STREET IDAHO FALLS, ID 83401 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757-5700 UN I V E R S I T Y V I L L A G E C O M M U N I T Y C E N T E R 5/ 1 3 / 2 0 1 9 2 : 1 9 : 5 6 P M D O O R S C H E D U L E CHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE603 48 59 CHAD ALLDREDGE 11722 X KEYNOTES INDICATED THUS: SCALE: 3" = 1'-0" 1 DOOR HEAD @ BRICK SCALE: 3" = 1'-0" 2 DOOR JAMB @ BRICK SCALE: 3" = 1'-0" 3 DOOR HEAD - 2X4 INTERIOR WALL SCALE: 3" = 1'-0" 4 DOOR JAMB - 2X4 INTERIOR WALL 0 1/2" 2" 3" 6" 0 1/2" 2" 3" 6" 0 1/2" 2" 3" 6" 0 1/2" 2" 3" 6" NO. DESCRIPTION DATE