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PLANS ARCHITECTURAL BID SET - 19-00227 - 111 W 7th S - University Village Apartments BYUI
DN 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 1 Ref1 Ref 1 RefA101 1 SIM 1 Ref1 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 H 1 3 H14 H15 SEVENTH SOUTH UNIVERSITY BOULEVARDLOCATION 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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:01:22 PMCOVER SHEET &GENERALINFORMATIONCHAD 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 SITE PLAN 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 DETAILS & 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/ROOF ELECTRICAL AND FIRE ALARM PLANS E5.0 POWER RISER & SCHEDULES BID DOCUMENTS 02/??/19 SCALE: NOT TO SCALE NO. DESCRIPTION DATE SCALE: 1" = 20'-0" - 24" x 36" sheet sizeILCENSEDLANDSCAPEA RCHITEC T S T A TEOFIDAHODAVI D VANWEAVERLA - 76**020406080100LANDSCAPE 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 05-10-19FLOOREL 73.75 6971707273+ 7 3 . 3 7 6 5 . 4 5 + 6971707273AB123CD45PROJECT NAME:SHEET NAME:NO.DESCRIPTIONDATEWeaver & Associates PAweaverlandscape@gmail.com(208) 529-9504SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEWEAVERPROJECT NO:DOCUMENT STATUSSTATUSDATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERDYER GROUP LLC343 E 4th N SUITE 108REXBURG, ID 83440-6001CONTACT: WINSTON DYER(208) 390-9700STRUCTURAL ENGINEERARW ENGINEERS1594 WEST PARK CIRCLEOGDEN, UT 84404CONTACT: JUSTIN NASERjustinn@arwengineers.com(801) 782-6608MECHANICAL ENGINEERENGINEERED SYSTEMS ASSOCIATES1135 EAST CENTER STREETPOCATELLO, ID 83204CONTACT: DWAYNE SUDWEEKSdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPAYNE ENGINEERING INC.1823 EAST CENTER STREETPOCATELLO, ID 83201CONTACT: TODD PAYNEpayneengineering@gmail.com(208) 232-4439LANDSCAPE ARCHITECTWEAVER & ASSOCIATES1605 S WOODRUFF AVENUEIDAHO FALLS, ID 83404CONTACT: DAVE WEAVERweaverlandscaping@gmail.com(208) 529-9504SPECIFICATIONS CONSULTANTRESIN ARCHITECTURE520 SHOUP AVENUEIDAHO FALLS, ID 83402CONTACT: GRAHAM WHIPPLEgraham@resinarchitecture.com(208)-757-5700UNIVERSITY VILLAGE COMMUNITY CENTERLANDSCAPE PLANTING PLANAREA OFLEGENDSODDED LAWNAREA OF ANNUALPLANTINGSAnnual plantings by owner.NOTES:1.04-04-19GSPYTGADE7/G7CSPI3/G15/G58/G338/G49/G6GSGSPYPYADJJJJGGGEEIIIIIAJJJJJBBBKKBJJJISQMJKKGSKKKFFICDVDVDVKKKJJJJCCGGDHHHIIIARAREEEEEEAAKKKK3/G93/G824/G9AFRENCH DRAINEL104JJJJ14/G9JGNew sodded lawn shown shall be RTF sod.See site, mechanical, electrical and sprinkler plans for information about otherwork.Install new concrete mow strip between freestanding wall and lawn area, see detail E/L104. Install new concrete mow strip around light pole base shown in lawn area.2.3.4.5.6.new bluegrass sodded lawn to repair damage. Use sod cutter to cut existingRepair damage to existing lawns caused by construction. Use new topsoil andlawns and to form joint for patching with new sod.SEE DETAIL F/L104BELGARD WALLSSEE SHEET L104FFJIIJEXISTINGLAWNEXISTINGLAWNEXISTINGLAWNEXISTINGLAWNEXISTINGLAWNFREE STANDINGBELGRADE WALLLandscape Planting Plan OFL101959 Total SheetsGGG10/G2FFFDDDJKFJF5/G73/G77/G32/G57/G6PLANT LISTQuantKeyBotanical NameCommon NameSizeTREES2ARAcer rubrum 'Armstrong Gold'Armstrong Gold Maple2" B&B1CSCrataegus x mordensis 'Snowbird'Snowbird Hawthorne2" B&B4GSGleditsia triacanthos 'Skyline'Skyline Honeylocust2" B&B1ISPicea pungens 'Iseli Fastigiate Glauca'Iseli Columnar Blue Spruce5'-6' 24" B&B3DVPinus f.'Fastigiata Glauca Vanderwolf'Vanderwolf Limber Pine6'-8' B&B1PIPinus nigraAustrian Pine6'-8' B&B3PYPyrus calleryana 'Chanticleer'Chanticleer Callery Pear2" B&B1QMQuercus x macrocarpa 'Heritage'Heritage Bur Oak2" B&B1TGTilia cordata 'Greenspire'Greenspire Linden2" B&BSHRUBS6ACornus alba 'Ivory Halo'Variegated Tatarian Dogwood5 gal. 18-24"4BEuonymus alata 'Compacta'Dwarf Winged Euonymus5 gal. 18-24"3CForsythia x intermedia 'Spring Glory'Double Play Forsythia5 gal. 18-24"6DPhysocarpus opulifolius 'Diablo'Diablo Ninebark5 gal.9ERosa 'Double Red Knockout'Double Red Knockout Rose3 gal.9FRosa 'Double Pink Knockout'Double Pink Knockout Rose2 gal. 12-18"9GRosa 'Rainbow Knockout'Rainbow Knockout Rose2 gal. 12-18"3HRosa 'Sunny Knockout'Sunny Knockout Rose2 gal. 12-18"11ISpiraea bumalda 'Anthony Waterer'Anthony Waterer Spiraea5 gal. 12-18"26JSpiraea bumalda 'Gold Flame'Gold Flame Spiraea5 gal. 12-18"15KSpiraea betulifolia 'Tor'Tor Birchleaf Spiraea5 gal. 12-18"GROUNDCOVER3G1Calamagrostis acutiflora 'Overdam'Overdam Feather Reed Grass1 gal.10G2Delphinium 'Blue Fountains Lavender White Bee'Lavender White Bee Larkspur1 gal.15G3Delphinium grandiflorum 'Summer Morning'Summer Morning Delphinium1 gal.38G4Delphinium grandiflorum 'Summer Nights'Summer Nights Delphinium1 gal.7G5Echinacea purpureaPurple Coneflower4" pot.16G6Gaillardia x-grandiflora 'Arizona Sun'Arizona Sun Blanket Flower1 gal.15G7Helictotrichon sempervirens 'Sapphire'Sapphire Blue Oat Grass1 gal.3G8Salvia 'Fashionista Sweet Petite'Sweet Petite Sage1.gal.41G9Veronica longifolia 'First Lady'First Lady Speedwell1 gal. SCALE: 1" = 20'-0" - 24" x 36" sheet sizeILCENSEDLANDSCAPEA RCHITEC T S T A TEOFIDAHODAVI D VANWEAVERLA - 76**020406080100LANDSCAPE 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 05-10-19FLOOREL 73.75AB123CD45PROJECT NAME:SHEET NAME:NO.DESCRIPTIONDATEWeaver & Associates PAweaverlandscape@gmail.com(208) 529-9504SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEWEAVERPROJECT NO:DOCUMENT STATUSSTATUSDATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERDYER GROUP LLC343 E 4th N SUITE 108REXBURG, ID 83440-6001CONTACT: WINSTON DYER(208) 390-9700STRUCTURAL ENGINEERARW ENGINEERS1594 WEST PARK CIRCLEOGDEN, UT 84404CONTACT: JUSTIN NASERjustinn@arwengineers.com(801) 782-6608MECHANICAL ENGINEERENGINEERED SYSTEMS ASSOCIATES1135 EAST CENTER STREETPOCATELLO, ID 83204CONTACT: DWAYNE SUDWEEKSdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPAYNE ENGINEERING INC.1823 EAST CENTER STREETPOCATELLO, ID 83201CONTACT: TODD PAYNEpayneengineering@gmail.com(208) 232-4439LANDSCAPE ARCHITECTWEAVER & ASSOCIATES1605 S WOODRUFF AVENUEIDAHO FALLS, ID 83404CONTACT: DAVE WEAVERweaverlandscaping@gmail.com(208) 529-9504SPECIFICATIONS CONSULTANTRESIN ARCHITECTURE520 SHOUP AVENUEIDAHO FALLS, ID 83402CONTACT: GRAHAM WHIPPLEgraham@resinarchitecture.com(208)-757-5700UNIVERSITY VILLAGE COMMUNITY CENTER 222VALVE SYMBOL LEGENDVALVE NUMBERAPPROXIMATE TOTAL GPMInstall one pipe per sleeve, maximum. Install wiring in separate sleeve.Use only insert fittings for polyethylene pipe. Polyethylene pipe may be pulled.2.NOTES:1.3.Mainline depth: 24", install 48" away from sidewalk. Notify landscape architect4.Repair damage to plantings caused by construction. and patching to match or by boring. Tunneling or other methods whichburied 12" deep, minimum. All splices shall be visible within a valve box.Install new control wiring which is not taped to new mainline in poly pipe conduitnew bluegrass sodded lawn to repair damage. Use sod cutter to cut existingRepair damage to existing lawns caused by construction. Use new topsoil andcause erosion not allowed.Install sleeves under existing concrete or asphalt by either cutting5.9.7.8.10.season and start the system the following spring.Contractor shall winterize system using compressed air at the end of the first watering lawns and to form joint for patching with new sod.if obstructions are encountered.Install three additional 4" sleeves at each new sleeve location.Install one control valve per valve box.6.3"3"9202"1034112112141333215114728612822HEAD SYMBOL LEGENDKEYHEADGPM REQUIREMENT 0.400.741.100.50TORO 570Z-4P-COM WITH MP ROTATOR 2000TORO 570Z-4P-COM WITH MP ROTATOR STRIPTORO 570Z-4P-COM WITH MP ROTATOR CORNERTORO 570Z-4P-COM WITH MP ROTATOR 30001.012.043.060.40 USE AS REQUIREDTORO 570Z-12P-COM-OT-12TORO 570Z-12P-COM-OT-10TORO 570Z-12P-COM-OT-15TORO 570Z-12P-COM-4-EST-PC=.5 GPM 4-SST-PC=1.0 GPM0.900.670.341.340.850.402.001.340.701.251.752.501.564.07SPRINKLER IRRIGATION PLAN04-04-19NEW LATERAL LINE: HDPE-3408, ASTM D2239, 100 PSI, SIDR 15 POLYETHYLENENEW SLEEVE OR SLEEVES FOR LINES AND/OR WIRING. SIZES SHOWN ARE PIPE SIZES.NEW MAINLINE: 2": SCHEDULE 40 PVC, 3": CLASS 200 PVC. SIZE AS SHOWN. BURY 24" DEEP.LEGEND CONTINUEDSLEEVE SIZE SHALL BE A MINIMUM OF TWO SIZES LARGER THAN PIPE SIZE, SEE NOTES.CONTROLLED INSIDE DIAMETER PIPE.INSTALL SO VALVE BOXES ARE 3' AWAY FROM SIDEWALKS. INSTALL DETECTABLE WARNING TAPEEXISTING 3" MAINLINE AND WIRING: VERIFYAPPROXIMATE LOCATION OF EXISTING SLEEVE, VERIFYCONNECT NEW 3" MAINLINE AND WIRING TO EXISTING 3" MAINLINE AND WIRING. INSTALL WIRINGIN TRENCH 6" ABOVE PIPE. WHERE 3" PVC LINES CHANGE DIRECTION EITHER VERTICALLY OR HORIZONTALLY.18"X18"X18" CONCRETE THRUST BLOCK. INSTALL ON 3" PVC MAINLINES IF REQUIREDINSTALL TAPE ON PIPE AND FITTING TO PROTECT FROM CONCRETE.SPLICES IN VALVE BOX.AREA OF NETAFIM TLDL9-12-0.9 GPH DRIPLINE. SPACE LINES 16" APART.INSTALL WITH NETAFIM TLS-6 SOIL STAPLES.LEGENDSTOP VALVE FOR EXISTING SYSTEM LOCATED NORTH OF HOUSING UNITS, VERIFYCONTROL VALVE: TORO 220-26-64, 1" BRASS PRESSURE REGULATED VALVE WITH IRRITROL SOLENOIDCONTROL VALVE: TORO 220-26-66, 1-1/2" BRASS PRESSURE REGULATED VALVE WITH IRRITROL SOLENOIDNEW MASTER VALVE: TORO 220-26-68, 2" BRASS VALVE WITH IRRITROL SOLENOIDFLOW SENSOR: HUNTER HFS-FCT-150FBLOWOUT CONNECTION, SEE DETAIL I/L103CONTROLLER: HUNTER ACC METAL DECODER CONTROLLERISOLATION VALVE: BRASS GATE VALVE, SIZE TO MATCH MAINLINE.BACKFLOW PREVENTION DEVICE FOR EXISTING SYSTEM LOCATED NORTH OF HOUSING UNITS, VERIFYF3/4" BRASS MANUAL DRAIN ON MAINLINE3"2"See site, mechanical, electrical and landscape plans for information about other work.RAIN SENSOR: HUNTER WRC1-1/2"CONTROL VALVE: TORO 220-26-64, 1" BRASS PRESSURE REGULATED VALVE WITH IRRITROL SOLENOIDAND HUNTER HFR-100-075-25 REGULATING FILTER 511"1-1/4"1-1/4"2"1"1-1/4"1"1-1/4"1-1/2"1"1-1/4"1-1/2"1"1"1"1-1/4"1"1-1/4"1-1/4"1"2"1"1-1/4"1"1"1-1/4"1-1/4"1"1-1/4"1-1/4"1-1/2"2"1"1"1-1/4"1"1"1-1/4"1"1"1"1"1-1/4"1-1/2"1"FLOWSprinkler Irrigation PlanL1021059 Total Sheets OFCONTROL VALVE: TORO 220-26-68, 2" BRASS PRESSURE REGULATED VALVE WITH IRRITROL SOLENOID1-1/4"2"2"1"1-1/4"3"2"5'3'2" ILCENSEDLANDSCAPEA RCHITEC T S T A TEOFIDAHODAVI D VANWEAVERLA - 76**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 05-10-19PROJECT NAME:SHEET NAME:NO.DESCRIPTIONDATEWeaver & Associates PAweaverlandscape@gmail.com(208) 529-9504SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEWEAVERPROJECT NO:DOCUMENT STATUSSTATUSDATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERDYER GROUP LLC343 E 4th N SUITE 108REXBURG, ID 83440-6001CONTACT: WINSTON DYER(208) 390-9700STRUCTURAL ENGINEERARW ENGINEERS1594 WEST PARK CIRCLEOGDEN, UT 84404CONTACT: JUSTIN NASERjustinn@arwengineers.com(801) 782-6608MECHANICAL ENGINEERENGINEERED SYSTEMS ASSOCIATES1135 EAST CENTER STREETPOCATELLO, ID 83204CONTACT: DWAYNE SUDWEEKSdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPAYNE ENGINEERING INC.1823 EAST CENTER STREETPOCATELLO, ID 83201CONTACT: TODD PAYNEpayneengineering@gmail.com(208) 232-4439LANDSCAPE ARCHITECTWEAVER & ASSOCIATES1605 S WOODRUFF AVENUEIDAHO FALLS, ID 83404CONTACT: DAVE WEAVERweaverlandscaping@gmail.com(208) 529-9504SPECIFICATIONS CONSULTANTRESIN ARCHITECTURE520 SHOUP AVENUEIDAHO FALLS, ID 83402CONTACT: GRAHAM WHIPPLEgraham@resinarchitecture.com(208)-757-5700UNIVERSITY VILLAGE COMMUNITY CENTER NOT TO SCALE BROAD UPRIGHT TYPE PLANTSTYPICAL MEASUREMENT FORDEPTH AVERAGE HEIGHT AVERAGE SPREADDIAMETERTWO-THIRDS OF THE HEIGHT.SHOULD NOT BE LESS THANTHE SPREAD. HOWEVER, THE SPREADEQUAL TO IF NOT GREATER THANMOST CASES HAVE A HEIGHTNOTE: WELL GROWN MATERIAL WILL INANOT TO SCALE PROSTRATE TYPE PLANTSAVERAGE SPREADDIAMETERDEPTH AS 12" STOCK.NARROWEST, IT SHOULD BE CLASSIFIEDTHE WIDEST WAY AND 9" THEPLANT IS UNEVEN, FOR EXAMPLE, 15"THE SAME IN ANY DIRECTION. IF AAND TRANSPLANTED SHOULD MEASUREDIAMETER. PLANTS PROPERLY TRIMMEDOF PLANT AND NOT THE GREATESTMEASUREMENT SHOULD BE AVERAGETYPICAL MEASUREMENT FORBDL103NOT TO SCALE SHRUB PLANTING DETAIL, TYPSHRUBPLANTING SOILFERTILIZER TABLET12" TOPSOILSUBSOILCNOT TO SCALE DETAIL IN LAWN AREA, TYPL103L103L103CONTROLLER DETAILNOT TO SCALE FL103IN 6' DIA. CIRCLEFERTILIZER TABLETSPLANTING MIXTOP DRESSING MULCHTREEREMOVE TWINE AND TOP 1/3 OF BURLAP12" TOPSOILSUBSOIL12" TOPSOIL3" DEEP LAYER OF ORGANICLAWN FINISHGRADETREE STAKE ANDTREE STAKING TIESSPRAY HEADFLEXIBLE RISER ELLLOCATE HEADS NO CLOSER THAN 12" FROMBUILDING OR WALL1" TO 3" CLEARANCECONC WALK, CURBOR MOW STRIP, ORPOP-UPFLEXIBLE RISERLATERAL LINENOT TO SCALE 1/2" BELOWEDGESPRAY HEAD DETAIL, TYP OTHER BOUNDARYSTREET ELLOL103GALVANIZEDEXTENSIONVALVE BOXISOLATION VALVEBRASS GATEVALVE BOXFINISH GRADEBRICK ATEACH CORNERISOLATION VALVE, TYPNOT TO SCALEGRAVEL TO DEPTHOF EXCAVATIONNL103SPRAY HEADSTREET ELLLOCATE HEADS NO CLOSER THAN 12" FROMBUILDING OR WALL3" CLEARANCECONC WALK, CURBOR MOW STRIP, OR12"POP-UPFLEXIBLE RISERLATERAL LINENOT TO SCALE 1/2" BELOWEDGE12" POP-UP SPRAY HEAD DETAIL, TYP OTHER BOUNDARYTRENCH DETAIL, TYPNOT TO SCALE LATERAL LINEMAIN PVC LINE. TAPE2" SAND OR ROCK FREESOIL AROUND PVC PIPEWIRES TO BOTTOMSIDE OF MAIN LINEAT 10'-0" O.C.COMPACTED BACKFILL2" SAND OR ROCK FREESOIL AROUND ALL PIPELATERAL LINE SLEEVEMAINLINE SLEEVEPAVING OR WALKNOT TO SCALE TRENCH FOR SLEEVES DETAIL, TYPWHERE SHOWN FINISH GRADESLEEVE FOR WIRING18" LATERAL LINES 24" MAINLINES 24"CONTROL VALVE DETAIL, TYP NOT TO SCALE 12"FLOW SENSOR DETAIL, TYPNOT TO SCALE BLOWOUT CONNECTIONNOT TO SCALEIL103HL103LL103PL103JL103KL103EXTENSIONVALVE BOXGALV ADAPTERVALVE BOXFINISH GRADESTOP VALVE1" BRASSPVC MAINLINEGATE VALVE1" BRASS STOPVALVE DRAINBLOWOUTISOLATIONBRICK ATEACH CORNERDECODERPVC MAINLINEEXTENSIONVALVE BOXVALVE BOXGRAVEL TO DEPTHOF EXCAVATIONTAPE WIRE TOMAINLINELINELATERALCONC EDGEWIRE CONNECTORS3' MIN CLEARANCEEACH CORNERBRICK ATTWIST IN WIREDECODER WIREATTACHED TOBOTTOM SIDEOF MAINLINEMAINLINEGRAVEL TO DEPTHOF EXCAVATIONGALVANIZED RISER, ELL AND NIPPLESGALVANIZEDUNION, ADAPTER ANDNIPPLESWATERPROOFDECODERWIRE CONNECTORSWATERPROOFEXTENSIONVALVE BOX WITHSLOPECONTROL VALVE DETAIL, TYP NOT TO SCALE LINELATERALCONC EDGEWIRE CONNECTORS3' MIN CLEARANCEEACH CORNERBRICK ATTWIST IN WIREDECODER WIREATTACHED TOBOTTOM SIDEOF MAINLINEMAINLINEGRAVEL TO DEPTHOF EXCAVATIONGALVANIZED RISER, ELL AND NIPPLESGALVANIZEDUNION, ADAPTER ANDNIPPLESWATERPROOFDECODERWIRE CONNECTORSWATERPROOFEXTENSIONVALVE BOX WITHVALVE LABELCONTROL VALVEPRESSURE REGULATINGFILTER HUNTER HFR-100-075-25BRICK ATEACH CORNERGRAVEL TO DEPTHOF EXCAVATIONPVC MAINLINEEXTENSIONVALVE BOXVALVE BOXFINISH GRADETAPE WIRE TOMASTER VALVEMAINLINEUNIONGALV.DECODERMASTER VALVE DETAIL, TYPNOT TO SCALEVALVELABELBRICK ATEACH CORNERGRAVEL TO DEPTHOF EXCAVATION3" MAINLINECONNECT TOMAINLINEGALVANIZEDMAINLINEPVC MAINLINEPVC MAINLINEGALVANIZED ADAPTERAND NIPPLESAND GALVANIZED ADAPTER3' MINIMUM BETWEEN FLOW SENSORAND MASTER VALVE5' MINIMUM BETWEEN SENSOR4'-6"18" BELOW GRADECONDUIT INSTALLED BY OTHERSFINISH GRADESCH 40 STEELCONTROL WIRE CONDUIT:INSIDE WALLCONTROLLER ON ENCLOSE 110V CONDUCTORSIN CONDUIT FROM CONTROLLERTO POWER SOURCE.COMPLY WITH CODES.TO LANDSCAPE AREATO CONTROLLERCONNECT ETHERNET WIRINGMP ROTATOR NOZZLE ONPLANTING SOIL MIXFERTILIZER TABLETPLASTIC TREE WRAPEVERGREEN TREE PLANTING DETAIL, TYPNOT TO SCALE SUBSOILTREEREMOVE TWINE ANDTOP 1/3 OF BURLAPDECIDUOUS TREE PLANTINGEL103GL103ML103AB123CD4FLOWFLOWFLOWFLOWVALVE LABELCONTROL VALVEDetails OFL1031159 Total Sheets3" DEEP LAYER OF ORGANICTOP DRESSING MULCH3" DEEP LAYER OF ORGANICTOP DRESSING MULCH12" TOPSOIL ILCENSEDLANDSCAPEA RCHITEC T S T A TEOFIDAHODAVI D VANWEAVERLA - 76**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 05-10-195PROJECT NAME:SHEET NAME:NO.DESCRIPTIONDATEWeaver & Associates PAweaverlandscape@gmail.com(208) 529-9504SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEWEAVERPROJECT NO:DOCUMENT STATUSSTATUSDATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERDYER GROUP LLC343 E 4th N SUITE 108REXBURG, ID 83440-6001CONTACT: WINSTON DYER(208) 390-9700STRUCTURAL ENGINEERARW ENGINEERS1594 WEST PARK CIRCLEOGDEN, UT 84404CONTACT: JUSTIN NASERjustinn@arwengineers.com(801) 782-6608MECHANICAL ENGINEERENGINEERED SYSTEMS ASSOCIATES1135 EAST CENTER STREETPOCATELLO, ID 83204CONTACT: DWAYNE SUDWEEKSdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPAYNE ENGINEERING INC.1823 EAST CENTER STREETPOCATELLO, ID 83201CONTACT: TODD PAYNEpayneengineering@gmail.com(208) 232-4439LANDSCAPE ARCHITECTWEAVER & ASSOCIATES1605 S WOODRUFF AVENUEIDAHO FALLS, ID 83404CONTACT: DAVE WEAVERweaverlandscaping@gmail.com(208) 529-9504SPECIFICATIONS CONSULTANTRESIN ARCHITECTURE520 SHOUP AVENUEIDAHO FALLS, ID 83402CONTACT: GRAHAM WHIPPLEgraham@resinarchitecture.com(208)-757-5700UNIVERSITY VILLAGE COMMUNITY CENTERGEOSYNTHETIC-REINFORCED MODULAR RETAINING WALL - VIEW LOOKING SOUTHSCALE: 1/4" = 1'-0"CL104FREE STANDING MODULAR WALL DETAILSCALE: 1/2" = 1'-0"WALL CAP. CENTER ON WALL.SAW-CUT AS REQUIRED.EL104SCALE: 1/4" = 1'-0"DL104FREESTANDING WALL UNIT6"x12" CONCRETE MOW STRIP6" DEEP MINIMUM COMPACTEDGRANULAR BASE. EXTEND 6"BEY9OND EDGE OF MOW STRIPAND BASE BLOCK.BASE BLOCKFINISH GRADE LAWN12" MINTOPSOIL 12" DEEP2:1 SLOPE INSHRUB AREA12" TOPSOILSOILGEOSYNTHETIC-REINFORCED MODULAR RETAINING WALL - VIEW LOOKING EAST 73.5 6373.5AL104GEOSYNTHETIC-REINFORCED MODULAR RETAINING WALL SECTIONEXISTING WALKEXISTING LIGHT POLE AND BASEFREESTANDING WALL UNITGEOSYNTHETIC-REINFORCED MODULAR RETAINING WALL SECTIONBL10412" TOPSOIL6" DEEP MINIMUM COMPACTEDGRANULAR BASE. EXTEND 6"BEY9OND EDGE OF BASE BLOCK4" DRAIN PIPE TO FRENCH DRAIN,WALL CAPINSTALL 36" INTO SLOPEGRID EQUAL TO MIRAGRID 2XTGEOSYNTHETIC REINFORCED12" TOPSOILWALL CAP8" WALL UNITTYPICAL BEHIND BASE OF EACH WALL24" WIDE STRUCTURAL BACKFILL12" WIDE DRAINAGE ROCKBASE BLOCK, TYPBASE OF WALL ELEV.4968.0, VERIFYFOR LOCATION AND ELEVATIONPATIO CONCRETE, SEE CIVIL PLANSEXISTING LIGHT POLE AND BASE6" DEEP MINIMUM COMPACTEDGRANULAR BASE. EXTEND 6"BEY9OND EDGE OF BASE BLOCKBASE BLOCK, TYP4" DRAIN PIPE TO FRENCH DRAIN,INSTALL 48" INTO SLOPE LOWERGRID EQUAL TO MIRAGRID 2XTGEOSYNTHETIC REINFORCEDTYPICAL BEHIND BASE OF EACH WALL24" WIDE STRUCTURAL BACKFILL, TYP12" WIDE DRAINAGE ROCK, TYPTYPICAL ALL WALLSTYPICAL ALL WALLSWALL; 36" INTO SLOPE UPPER.FREESTANDING8" WALL UNITWALL UNIT12" TOPSOILBASE OF WALL ELEV.4968.0, VERIFYGEOSYNTHETIC-REINFORCED MODULAR RETAINING WALL PLANSCALE: 1/2" = 1'-0"SCALE: 1/2" = 1'-0"ASD2.2BSD2.2Glue all joints with Belgard approved adhesive.All exposed wall faces and cap faces shall have factory rough face.Wall materials: Belgard Belair 2.0, available from Brickline Pavers.2.NOTES:1.Plan dimensions are to center of wall.3.4.1'-0"15'-0"1'-0"9'-6"25'-6"11'-6"1'-0"15'-0" 27'-6" 12'-6"7'-8"7'-4"6'-4"11'-5"7'-9"EDGE OF CONCRETE PATIOEDGE OF CONCRETE PATIO AND CAPREINFORCED MODULAR RETAINING WALLBELGARD BELAIR 2.0 GEOSYNTHETIC-POLEEXISTING LIGHTEXISTING SIDEWALKFollow Belgard installation guidelines.1'-0"INSTALL 48" INTO SLOPEGRID EQUAL TO MIRAGRID 2XTGEOSYNTHETIC REINFORCED24" WIDE STRUCTURAL BACKFILL12" WIDE DRAINAGE ROCKWALL CAP12" TOPSOIL8" WALL UNITWALL CAPAB123CD49"1'-0"2'-0"1'-0"2'-0"FRENCH DRAINNDS FWSD69 SURFACEDRAIN INLETNDS FWAS24 FLO-WELLFINISH GRADE4" DRAIN PIPE FROMDRAINS BEHIND WALLSGEOTEXTILE MEMBRANE3/4" CRUSHEDGRAVELSOILNOT TO SCALE 6"SLOPE TO DRAINFFRENCH DRAIN DETAIL, TYP12" TOPSOILL104SCALE: 1/4" = 1'-0" - 24" x 36" sheet size048121620BASE BLOCK CUT IN HALFWall Details OFL1041259 Total Sheets STRUCTURAL NOTES : A. GENERAL 1. THE STRUCTURAL NOTES ARE INTENDED TO COMPLEMENT THE PROJECT SPECIFICATIONS WHICH ARE PART OF THE CONSTRUCTION DOCUMENTS. SPECIFIC NOTES AND DETAILS ON THE DRAWINGS SHALL GOVERN OVER THE STRUCTURAL NOTES AND TYPICAL DETAILS. 2. THESE DRAWINGS (AND, WHERE APPLICABLE, ACCOMPANYING WRITTEN SPEC IFICATIONS) ARE THE ONLY CONTRACT DOCUMENTS PROVIDED BY ARW ENGINEERS F OR THE PROJEC T REPRESENTED HEREIN.NOTHING IN ANY DIGITAL MODEL OR DIGITAL FILE RELATE D TO THIS PROJECT SHALL BE TAKEN TO SUPERSEDE ANY INFORMATION SHOWN IN THESE D RAWINGS (INCL UDING, BUT NOT LIMITED TO, DIMENSIONS, SIZES, ETC). 3. THE ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT D RAWINGS. THE STRUCTURAL DRAWINGS ARE SUPPLEMENTARY TO AND MUST BE USED IN CONJUNCTIO N WITH THE ARCHITECTURAL DRAWINGS AND OTHER CONSULTANTS DRAWINGS. ALL OMISSIONS OR CO NFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK INVOLVED. IN CASE OF CONFLICT, FOLLOW THE MOST STRINGENT REQUIREMENT AS DIRECTED BY THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. 4. SEE SPECIFICATIONS FOR REQUIRED SUBMITTALS. SUBMITT ALS SHALL BE MADE IN A TIMELY MANNER AS INDICATED IN SPECIFICATIONS. REVIEW OF SUBMITTAL S BY ARW ENGINEERS IS FOR GENERAL COMPLIANCE ONLY AND IS NOT INTENDED AS APPROVAL. CO NTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SIZES, DIMENSIONS, AND ELEVATIONS ON SUBMITTALS AS RELATED TO DESIGN DOCUMENTS. PREPARATION OF SHOP DRAWINGS FOR STRUCTU RAL ELEMENTS WILL REQUIRE INFORMATION (I.E. DIMENSIONS, ETC.) FOUND IN THE AR CHITECTURAL, STRUCTURAL, AND OTHER CONSULTANTS DRAWINGS. 5. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIME NSIONS AT THE SITE. IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN ON CONTRACT DOCU MENTS, CONTRACTOR SHALL NOTIFY ARCHITECT PRIOR TO FABRICATION OR CONSTRUCTION OF A NY AFFECTED ELEMENTS. 6. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL LOCA TIONS AND SIZES OF MECHANICAL EQUIPMENT OR OTHER EQUIPMENT BEFORE FABRICATING AND ERECTING STRUCTURAL ELEMENTS. SIZES AND LOCATIONS THAT DIFFER FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT. 7. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO TH E ARCHITECT FOR ARCHITECT AND/OR ENGINEER APPROVAL BEFORE PROCEEDING WITH ANY CHANGE S, MODIFICATIONS, OR SUBSTITUTIONS. 8. OBSERVATION VISITS TO THE SITE BY ARW ENGINEERS FIE LD REPRESENTATIVES SHALL NEITHER BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTIO N. 9. DURING AND AFTER CONSTRUCTION, BUILDER AND/OR OWNER SHALL KEEP LOADS ON STRUCTURE WITHIN THE LIMITS OF DESIGN LOADS AS NOTED IN THESE DOCUMENTS. 10. TYPICAL OR SIMILAR DETAILS AND SECTIONS SHALL APPLY WHERE SPECIFIC DETAILS ARE NOT SHOWN. TYPICAL OR SIMILAR DETAILS REFER TO THE COND ITION ADDRESSED AND ARE NOT NECESSARILY DETAILS LABELED “TYPICAL”OR “SIMILAR ”IN THE PLANS AND DOCUMENTS. 11. DRAWINGS AND DETAILS HAVE BEEN PREPARED WITH THE IN TENT TO VISUALLY REPRESENT INFORMATION PROVIDED IN SCALED FORM; HOWEVER CONTRA CTOR/SUPPLIERS SHOULD NOT SCALE PLANS OR DETAILS FOR DIMENSIONAL INFORMATION. 12. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY SHO RING AND BRACING FOR ALL STRUCTURAL ELEMENTS UNTIL THE ENTIRE STRUCTURAL SYS TEM IS COMPLETED. DESIGN OF ALL SHORING AND BRACING IS BY OTHERS AT NO ADDITIONAL C OST TO THE OWNER. 13. ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTIVITIES UN DER CONTROL OF THE CONTRACTOR SUCH AS CONSTRUCTION SITE SAFETY, MEANS, METHODS AND SEQ UENCING OF CONSTRUCTION. ENGINEER SHALL NOT BE RESPONSIBLE FOR FABRICATION, ERECTION AND CONSTRUCTION REQUIREMENTS AS PRESCRIBED BY OSHA OR OTHER REGULATORY AGENCIES REG ARDLESS OF INDICATIONS IN THESE DOCUMENTS. 14. NOTICE OF COPYRIGHT: THESE STRUCTURAL DRAWINGS ARE HEREBY COPYRIGHTED BY ARW ENGINEERS, ALL RIGHTS RESERVED. THESE DOCUMENTS DEF INE A STRUCTURE AND ARE INSTRUMENTS OF SERVICE, FOR ONE USE ONLY. REPRODUCT ION AND DISTRIBUTION OF THESE DRAWINGS IS ONLY ALLOWED AS REQUIRED FOR REGULATORY AGENCIES AND FOR CONVEYANCE OF INFORMATION TO PARTIES INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. THESE DOCUMENTS SHALL NOT BE REPRODUCED OR COPIED, IN PART OR WHOLE BY ANY PARTY FOR USE IN PREPARATION OF SHOP DRAWINGS OR OTHER SUBMITTALS. B. STATEMENT OF SPECIAL INSPECTIONS AND SPECIAL INSPEC TIONS 1. THE DESIGNATED SEISMIC/WIND SYSTEMS AND SEISMIC/WIN D -FORCE -RESISTING SYSTEMS THAT ARE SUBJECT TO SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC SECTION 1705.11 AND 1705.12 ARE IDENTIFIED ON THESE DOCUMENTS WITH A CIRCLE “L”. ALL OTHER ITEMS REQUIRING SPECIAL INSPECTION ARE IDENTIFIED IN THE SPECIAL INSPECTION SCHEDULE ON SHEET S003. 2. SPECIAL INSPECTIONS AND TESTING ARE TO BE PROVIDED AS REQUIRED BY IBC SECTIONS 1704 THROUGH 1705 AND OTHER APPLICABLE SECTIONS OF THE IBC. THE TYPE AND FREQUENCY OF TESTING AND SPECIAL INSPECTIONS SHALL BE AS NOTED IN THE SPECIAL INSPECTION SCHEDULE, JOB SPECIFICATIONS, AND ACCORDANCE WITH IBC SECTION 110 AND CHAPTER 17. CONTRACTOR SHALL COORDINATE AND COOPERATE WITH REQUIRED INSPECTIONS. 3. ALL TESTING AND SPECIAL INSPECTION SHALL BE PROVIDE D BY A QUALIFIED INDEPENDENT SPECIAL INSPECTION AGENCY IN ACCORDANCE WITH IBC 1704 AND A S OUTLINED IN THE JOB SPECIFICATIONS. REPORTS OF FINDINGS OR DISCREPANCIES SHALL BE NOTED AND FORWARDED TO THE CONTRACTOR, ARCHITECT, ENGINEERS, AND BUILDING OFFICIAL IN A TIMELY MANNER. 4. STRUCTURAL OBSERVATION VISITS SHALL BE PERFORMED BY A REPRESENTATIVE FROM ARW ENGINEERS IN ACCORDANCE WITH THE CONTRACT AS NEEDED TO OBSERVE THE CONSTRUCTION OF CRITICAL BUILDING ELEMENTS (I.E. FOOTINGS, BRACED F RAMES, MOMENT FRAMES, DRAG STRUTS AND THEIR CONNECTIONS, COLLECTORS, AND ROOF AND FLOOR D IAPHRAGMS). STRUCTURAL OBSERVATION REPORTS FOR EACH VISIT SHALL BE SENT DIRECTLY TO THE ARCHITECT FOR DISTRIBUTION TO THE CONTRACTOR AND BUILDING OFFICIA L. STRUCTURAL OBSERVATION VISITS SHALL NEITHER BE CONSTRUED AS SPECIAL INSPECTION NO R APPROVAL OF COMPLETED CONSTRUCTION. 5. IN ACCORDANCE WITH IBC 1704.4, THE CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR ’S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIA L AND OWNER. THE STATEMENT SHALL BE SUBMITTED PRIOR TO THE CONSTRUCTION OF ANY SEISMIC/WIND -FORCE -RESISTING SYSTEM, DESIGNATED SEISMIC/WIND SYSTEM, OR COMPONENT IDENTIFIED IN THESE DOCUMENTS WITH A CIRCLE “L”. C. BASIS OF DESIGN 1. GOVERNING BUILDING CODE :INTERNATIONAL BUILDING CODE (IBC) 2015 RISK CATEGORY : II 2. ROOF LOADS a. FLAT-ROOF SNOW LOAD, P f : 35 PSF; 42 PSF (EXTERIOR) 1. GROUND SNOW LOAD, P g : 50 PSF 2. SNOW EXPOSURE FACTOR, C e : 1.0 3. SNOW LOAD IMPORTANCE FACTOR, Is : 1.0 4. THERMAL FACTOR, C t : 1.0; 1.2 (EXTERIOR) b. LIVE LOAD = 20 PSF c. DEAD LOAD = 15 PSF 3. WIND DESIGN a. BASIC WIND SPEED (3 SECOND GUST) : 115 MPH b. WIND EXPOSURE : C c. COMPONENT AND CLADDING DESIGN WIND PRESSURE SHALL B E AS REQUIRED PER ASCE 7-10. 4. SEISMIC DESIGN : a. SEISMIC IMPORTANCE FACTOR, IE : 1.0 b. SITE CLASS : D c. MAPPED SPECTRAL RESPONSE ACCELERATIONS : S S = 0.449 , S 1 = 0.157 d. SPECTRAL RESPONSE COEFFICIENTS : S DS = 0.431 , S D1 = 0.228 e. SEISMIC DESIGN CATEGORY : D f. BASIC SEISMIC -FORCE -RESISTING SYSTEM : LIGHT FRAMED WOOD SHEAR WALLS g. SEISMIC RESPONSE COEFFICIENT, C S : 0.07 h. RESPONSE MODIFICATION FACTOR, R : 6.5 i. ANALYSIS PROCEDURE : EQUIVALENT LATERAL FORCE D. FOUNDATION 1. DESIGN SOIL PRESSURE : 1500 PSF 2. ALL FOOTINGS SHALL BE PLACED ON MECHANICALLY COMPAC TED FILL COMPACTED TO NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY (ASTM D -1557). 3. UNLESS NOTED OTHERWISE, ALL CONCRETE SLABS ON EARTH SHALL BEAR ON STRUCTURAL FILL COMPACTED TO 90% OF MODIFIED PROCTOR DENSITY (ASTM D -1557). TOP OF FOOTING ELEVATIONS SHOWN ON THE FOOTING AND FOUNDATION PLAN ARE BASED ON PRELIMINARY GRADING INFORMATION AND MUST BE VERIFIE D PRIOR TO CONSTRUCTION. STEPS WHERE SHOWN ARE AT APPROXIMATE LOCATIONS. ALL EXTER IOR FOOTINGS MUST BEAR A MINIMUM OF 36 INCHES BELOW LOWEST ADJACENT FINAL GRADE. 4. ALL WALLS (EXCEPT CANTILEVERED RETAINING WALLS) SHA LL BE ADEQUATELY BRACED AGAINST LATERAL MOVEMENT PRIOR TO BACKFILLING. DESIGN AND E RECTION OF BRACING/SHORING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. BRACING S HALL REMAIN IN PLACE UNTIL SUPPORTING STRUCTURAL ELEMENTS ARE IN PLACE AND HAV E ATTAINED FULL STRENGTH. 5. UNLESS NOTED OTHERWISE, ALL FOOTINGS AT COLUMNS TO BE CENTERED BELOW COLUMNS. 6. UNLESS NOTED OTHERWISE, ALL FOOTINGS SHALL HAVE VER TICAL FACES FORMED WITH STANDARD FORMING MATERIALS (WOOD, METAL, ETC.). WITH PRIOR A PPROVAL OF ARCHITECT AND ENGINEER, CONCRETE FOR FOOTINGS CAN BE PLACED IN EXCAVATED “SOIL”FORMS PROVIDED THAT THE DIMENSIONS ARE INCREASED 3 ”ON EACH SIDE. E. CONCRETE 1. ALL CONCRETE MIX DESIGNS SHALL COMPLY WITH THE PROJ ECT SPECIFICATIONS AND THE REQUIREMENTS LISTED BELOW : a. FOOTINGS, GRADE BEAMS, FOUNDATION WALLS : 1. WHERE THE TOP OF THE ELEMENT IS EXPOSED OR IS LOCATED WITHIN 30 ”OF THE LOWEST ADJACENT GRADE (EXPOSURE CATEGORY F1) : a. 28 DAY COMPRESSIVE STRENGTH :4500 PSI b. MAXIMUM W/C RATIO :0.45 c. MAXIMUM AGGREGATE SIZE :1” d. AIR CONTENT :4.5% +/-1.5% 2. WHERE THE TOP OF THE ELEMENT IS NOT EXPOSED OR IS N OT LOCATED WITHIN 30”OF THE LOWEST ADJACENT GRADE (EXPOSURE CATEGORY F0) : a. 28 DAY COMPRESSIVE STRENGTH :3000 PSI b. INTERIOR SLABS ON GRADE (EXPOSURE CATEGORY F0) : 1. 28 DAY COMPRESSIVE STRENGTH :3000 PSI 2. WATER USED IN MIXING CONCRETE SHALL CONFORM TO ASTM C1602. 3. NO PIPES, DUCTS, SLEEVES, ETC. SHALL BE PLACED IN S TRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. NO ALUMINUM PRODUCTS SHALL BE EMBEDDED IN CONCRETE. PENETRATIONS THRU ST RUCTURAL CONCRETE ELEMENTS MUST BE APPROVED BY THE ENGINEER AND SHALL BE BUILT INTO THE ELEMENT PRIOR TO CONCRETE PLACEMENT. 4. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, ETC. TO BE CAST IN TO CONCRETE, AND FOR EXTENT AND LOCATION OF DEPRESSION S, CURBS, RAMPS, ETC. 5. UNLESS NOTED OTHERWISE, MINIMUM REINFORCING IN ALL CONCRETE FOUNDATION WALLS SHALL BE AS FOLLOWS: TOP & THICKNESS BOTTOM BARS VERTICAL HORIZONTAL 6”(1) #5 #4 AT 18 ”O.C.#4 AT 16”O.C. 8”(2) #5 #4 AT 18 ”O.C.#4 AT 12”O.C. 10 ”(2) #5 #4 AT 12 ”O.C.#5 AT 12”O.C. UNLESS NOTED OTHERWISE, CONCRETE SLABS ON EARTH SHA LL BE REINFORCED AS FOLLOWS: 4”THICK -#3 AT 18”O.C. EACH WAY REINFORCING SHALL BE CONTINUOUSLY SUPPORTED AT 36 ”O.C. MAXIMUM SPACING. 6. UNLESS NOTED OTHERWISE, FOR NON -DETAILED OPENINGS IN CONCRETE WALLS LARGER THAN 12 ” AND SMALLER THAN 24”IN ANY DIRECTION ADD (2) #5 BARS ON ALL SIDES IN AD DITION TO REGULAR WALL REINFORCING AND EXTEND 24”EACH WAY BEYOND OPENING. IF 24”IS NOT AVAILABLE ON EVERY SIDE, NOTIFY STRUCTURAL ENGINEER FOR FURTHER DIRECT ION. OPENINGS SHALL HAVE A MINIMUM OF 12" OF CONCRET ABOVE THE OPENING, TYP. 7. CONSTRUCTION JOINTS NOT SHOWN ON THE PLANS SHALL BE MADE AND LOCATED SO AS TO NOT IMPAIR THE STRENGTH OF THE STRUCTURE AND AS APPROVE D BY THE STRUCTURAL ENGINEER. PROVIDE 2 X 4 (SHAPED) KEYWAY IN ALL VERTICAL AND H ORIZONTAL JOINTS UNLESS NOTED OR DETAILED OTHERWISE. ALL STEEL REINFORCING SHALL BE CONTINUOUS THROUGH COLD JOINTS UNLESS NOTED OTHERWISE. SEE TYPICAL DETAILS FOR COLD/CONSTRUCTION JOINTS FOR SLABS ON GRADE. 8. WHERE NEW CONCRETE IS PLACED AGAINST PREVIOUSLY HAR DENED CONCRETE, THE JOINT SHALL BE CLEAN AND FREE OF LAITANCE. IMMEDIATELY BEFORE N EW CONCRETE IS PLACED, CONSTRUCTION JOINTS SHALL BE PREWETTED AND STANDING WATER REMOVE D. F. ANCHOR BOLTS/EMBEDDED BOLTS 1. ALL ANCHOR BOLTS SHALL HAVE ASTM A -563 HEAVY HEX NUT AND ASTM F-436 WASHERS AT STANDARD OR OVERSIZED HOLES PER AISC SPECIFICATION TABLE J3.3. WHERE HOLE SIZES DO NOT COMPLY WITH THE LIMITATIONS FOR OVERSIZED HOLES THE STRUCTURAL ENGINEER SHALL BE NOTIFIED TO DETERMINE STEEL PLATE WASHER REQUIREMEN TS. ANCHOR BOLTS SHALL COMPLY WITH THE FOLLOWING : a. AT WOOD STUD WALLS -ASTM A -307 GRADE HEADED BOLTS. ANCHOR BOLTS IN TREATED LUM BER SHALL BE GALVANIZED OR STAINLESS STEEL. SEE TIMBER NOTES FOR MORE INFORMATION. b. AT ALL OTHER ANCHOR BOLTS (UNLESS NOTED OTHERWISE) -ASTM F1554 GRADE 36 HEADED BOLTS. (ASTM A36 THREADED ROD MAY BE USED WITH DOUB LE NUT AND WASHER.) 2. EMBEDDED BOLTS IN MASONRY SHALL BE (UNLESS NOTED OTHERWISE) ASTM A -307 GRADE HEADED BOLTS. 3. SEE TYPICAL ANCHOR BOLT DETAIL FOR DEFINITIONS OF E MBEDMENT LENGTH, ETC. 4. FURNISH TEMPLATES AND OTHER DEVICES AS NECESSARY FO R PRESETTING ALL BOLTS PRIOR TO PLACING CONCRETE AND/OR GROUT. 5. IF THREADED RODS ARE USED AS PERMITTED ABOVE, THEY SHALL BE CLEAR OF SOIL AND DIRT. 6. WHERE REQUIRED FOR ERECTION, HOLES LARGER THAN OVER SIZED MAY BE PERMITTED WITH THE USE OF STEEL PLATE WASHERS AT THE DISCRETION OF THE STRUCTURAL ENGINEER. G. ADHESIVE/MECHANICAL ANCHORS 1. WITHOUT WRITTEN APPROVAL OF THE ENGINEER, CONTRACTO R SHALL NOT SUBSTITUTE POST- INSTALLED ANCHORS WHERE CAST-IN -PLACE ANCHORS ARE SPECIFIED IN THE DRAWINGS. 2. WHERE STRUCTURAL DETAILS SPECIFY SPECIFIC BRANDS AN D/OR TYPES OF ADHESIVES OR ANCHORS, SUBSTITUTIONS OF OTHER BRANDS AND/OR TYPES IS NOT ALLOWED, WITHOUT WRITTEN APPROVAL OF ENGINEER. 3. ALL ADHESIVE/MECHANICAL ANCHORS SHALL BE INSTALLED, INCLUDING HOLE DRILLING AND PREPARATION, IN ACCORDANCE WITH AN APPROVED INDEPEN DENT EVALUATION REPORT (ICC -ES, IAPMO, OR APPROVED EQUAL), AS INDICATED BELOW, AND IN ACCORDANCE WITH ALL MANUFACTURER ’S PRINTED INSTALLATION INSTRUCTIONS (MPII). 4. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAV ING A MINIMUM AGE OF 21 DAYS AT TIME OF ANCHOR INSTALLATION. ADHESIVE ANCHORS SHALL NOT BE FULLY LOADED UNTIL CONCRETE HAS REACHED DESIGN STRENGTH. 5. UNLESS APPROVED BY THE ENGINEER OF RECORD, CONCRETE AND DRILLED ANCHOR HOLES SHALL BE DRY AND FREE OF WATER FOR 24 HOURS PRIOR TO ADHE SIVE INSTALLATION. CONTACT THE ENGINEER OF RECORD FOR GUIDANCE IF THE CONTRACTOR C HOOSES TO INSTALL IN WET OR DAMP HOLES. 6. CONCRETE TEMPERATURE AT THE TIME OF INSTALLATION SH ALL BE MONITORED BY THE CONTRACTOR. CONTRACTOR SHALL COMPLY WITH ALL MANUFA CTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII) RELATIVE TO SUBSTRATE TEMPERATU RE. 7. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UP WARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY PERSO NNEL CERTIFIED BY AN APPLICABLE CERTIFICATION PROGRAM. CERTIFICATION SHALL INCLUDE WRITTEN AND PERFORMANCE TESTS IN ACCORDANCE WITH THE ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM, OR EQUIVALENT IN ACCORDANCE WITH ACI 318 -11 D.9.2.2. PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INS TALLATION. CONTINUOUS SPECIAL INSPECTION SHALL BE PROVIDED FOR THESE ANCHORS. 8. UNLESS NOTED OTHERWISE, ALL ADHESIVE ANCHORS INTO C ONCRETE SHALL BE: a. HILTI HIT -RE 500V3 (ESR -3814), OR HILTI HIT -HY 200 (ESR -3187). b. SIMPSON SET -3G (ESR -4057), OR AT -XP (ER -0263). c. DEWALT PURE 110+ (ESR -3298), OR AC200+ GOLD (ESR -4027-COLD WEATHER). 9. UNLESS NOTED OTHER WISE, ALL MECHANICAL ANCHORS INT O CONCRETE SHALL BE: a. HILTI KWIK BOLT TZ (ESR -1917). b. DEWALT POWER STUD+ SD2 (ESR -2502). c. SIMPSON STRONG -BOLT 2 (ESR -3037). 10. UNLESS NOTED OTHERWISE, ALL SCREW ANCHORS INTO CONC RETE SHALL BE: a. SIMPSON TITEN HD (ESR -2713). b. DEWALT SCREWBOLT+ (ESR -2526). c. HILTI KWIK HUS -EZ (ESR -3027). 11. THE TESTING LABORATORY WILL PERFORM VISUAL INSPECTION OF ANCHORS AND DOWELS AS SPECIFIED IN THE SPECIAL INSPECTION SCHEDULE AND TH E APPROVED INDEPENDENT EVALUATION REPORT. TENSION TESTING CAN BE REQUIRED AT THE DIR ECTION OF THE STRUCTURAL ENGINEER OF RECORD OR THE SPECIAL INSPECTOR. 12. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, AB ANDON THAT HOLE AND SHIFT THE ANCHOR LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM SPACE OF (2) ANCHOR HOLE DIAMETERS OR 1 INCH, WHICH EVER IS LARGER, OF SOUND CONCRETE/MASONRY BETWEEN THE ANCHOR AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON -SHRINK GROUT. AT CONTRACTORS OPTION, LOCATE EXISTING REINFORCMENT PR IOR TO DRILLING/CORING. IF THE ANCHOR OR DOWEL CANNOT BE SHIFTED AS NOTED ABOVE, T HE ENGINEER WILL DETERMINE A NEW LOCATION. 13. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCAT IONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED WITH ME CHANICAL ANCHORS. 14. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS SHALL BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. SUBSTIT UTION REQUESTS SHALL INCLUDE AN ICC ESR OR IAPMO REPORTAND SUPPORTING CALCULATIONS INDICATING COMPLIANCE WITH DESIGN INTENT. H. REINFORCING STEEL 1. REINFORCING BAR STRENGTH REQUIREMENTS: a. ALL REINFORCING BARS SHALL CONFORM TO ASTM STANDARD A -615 GRADE 60 AND ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM STANDARD A -1064 AND SHALL BE SUPPLIED IN FLAT SHEETS. ADEQUATELY TIE AND SUPPORT ALL REINFORCING STEEL AS SPECIFIED BY ACI 117, TO MAINTAIN EXACT REQUIRED POSITION. 2. HEADED SHEAR STUD ASSEMBLIES SHALL CONFORM TO ASTM A1044. 3. STEEL DISCONTINUOUS FIBER REINFORCEMENT SHALL BE DE FORMED AND CONFORM TO ASTM A820 AND SHALL HAVE A LENGTH TO DIAMETER RATIO NOT SMALL ER THAN 50 AND NOT GREATER THAN 100. 4. HEADED DEFORMED BARS SHALL CONFORM TO ASTM A970. OB STRUCTIONS OR INTERRUPTIONS OF THE BAR DEFORMATIONS, IF ANY, SHALL NOT EXTEND MORE THAN 2 BAR DIAMETERS FROM THE BEARING FACE OF THE HEAD. 5. ALL REINFORCING STEEL SHALL BE TIED IN PLACE AND AD EQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET STABBING OF ANY REINFORCING STEEL IS NOT PERMITTED, UNLESS SPECIFICALLY DETAILED OTHERWISE OR APPROVED BY THE ENGINEER. 6. ALL FIELD BENT DOWELS SHALL BE GRADE 40 WITH SPACIN G INDICATED REDUCED BY 1/3. 7. UNLESS NOTED OTHERWISE, REINFORCEMENT SHALL HAVE TH E FOLLOWING CONCRETE COVERAGE : a. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ….. 3” b. EXPOSED TO EARTH OR WEATHER : 1. #6 & LARGER ….. 2” 2. #5 & SMALLER …..1-1/2 ” c. NOT EXPOSED TO WEATHER OR EARTH : 1. SLABS, WALLS, JOISTS, #11 & SMALLER ….. 3/4” 2. BEAMS, COLUMNS: MAIN REINFORCING OR TIES ….. 1 -1/2 ” d. SLAB ON GRADE : 1. PLACE REINFORCING AT CENTER OF SLAB UNLESS INDICATE D OTHERWISE. 8. EXCEPT WHERE NOTED ON PLANS OR DETAILS CONTINUOUS R EINFORCEMENT SHALL BE SPLICED AT POINTS OF MINIMUM STRESS BY LAPPING PER THE REBAR LAP SCHEDULE. 9. REINFORCING STEEL MAY BE SPLICED WITH MECHANICAL CO UPLERS THAT HAVE A TENSION CAPACITY OF AT LEAST 125% OF THE STRENGTH OF THE BAR. MECHAN ICAL COUPLERS SHALL BE A POSITIVE CONNECTING TYPE COUPLER, AND SHALL BE INSTALLED IN ACCORDANCE WITH AN APPROVED ICC RESEARCH REPORT. WHERE THESE ARE USED, SPLICES ON A DJACENT BARS SHALL BE STAGGERED AT LEAST 24 INCHES ALONG THE LENGTH OF THE BARS. 10. ALL VERTICAL REINFORCING IN STRUCTURAL ELEMENTS ABO VE SHALL BE SPLICED WITH MATCHING DOWELS EMBEDDED WITHIN THE FOOTINGS OR STRUCTURE BE LOW. SPLICE LENGTHS SHALL COMPLY WITH REBAR LAP SCHEDULE. DOWELS INTO FOOTINGS SHALL TERMINATE WITH A STANDARD HOOK, AND SHALL EXTEND TO WITHIN 4 ”OF THE BOTTOM OF THE FOOTING, BUT NEED NOT EXTEND M ORE THAN 20 ”INTO FOOTING. 11. DO NOT WELD REINFORCING EXCEPT AS NOTED ON PLANS, W HERE REINFORCING IS WELDED, USE ASTM A -706 REINFORCING. 12. REINFORCING BARS, TIES, AND TENDONS SHALL BE SUPPOR TED BY NYLON CONES, PLASTIC -COATED TIE -WIRES, OR PLASTIC -COATED CHAIRS. REINFORCING IN FOOTINGS IS PERMITTED TO BE SUPPORTED ON CONCRETE DOBIES. 13. UNLESS NOTED OTHERWISE, HOOKS, STIRRUPS, TIES, AND OTHER BENDS IN REINFORCING STEEL SHALL MEET THE STANDARDS SET FORTH IN ACI 318/318R -14. UNLESS OTHERWISE PERMITTED BY THE ENGINEER, ALL REINFORCEMENT SHALL BE BENT COLD. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT, EXCEPT AS SHOWN O N THESE DRAWINGS OR OTHERWISE PERMITTED BY THE ENGINEER. 14. UNLESS SPECIFICALLY NOTED AND/OR DETAILED IN THE STRUCTURAL DRAWINGS CONDUIT SHALL NOT BE IN CONTACT WITH REINFORCING STEEL. I. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING: a. ANSI/AISC 360-10 “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ”, WITH “COMMENTARY ”AND “SUPPLEMENTS ”AS REQUIRED BY BUILDING CODE. b. AISC 303-10 “CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND B RIDGES ”EXCLUDING THE FOLLOWING SECTIONS: 4.4, 4.4.1, AND 4.4.2. c. AISI “SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS ”. d. AISC “SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS ”. e. AWS D1.1 AND 1.3, “STRUCTURAL WELDING CODE ”(EXCEPT SPECIFIC ITEMS DO NOT APPLY IF THEY CONFLICT WITH AISC). f. ANSI/AISC 341-10 “SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS ”. 2. STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING: a. WIDE FLANGE SHAPES AND WT SHAPES -ASTM A992 b. OTHER SHAPES AND PLATES -ASTM A -36 (UNO) c. HOLLOW STRUCTURAL SECTIONS (HSS) -ASTM A -500, GRADE C FOR SQUARE, RECTANGULAR AND ROUND SHAPES (FY = 50 KSI FOR SQUARE AND RECTANGULA R SHAPES AND 46 KSI FOR ROUND SHAPES) d. DEFORMED BAR ANCHORS (DBA) -ASTM A -496, WELDED IN ACCORDANCE WITH AWS D1.1 e. HEADED STUD ANCHORS (HSA) -ASTM A -108, GRADE 1015 STEEL AND WELDED IN ACCORDANCE WITH AWS D1.1 FOR TYPE “B ”. USE 3/4”DIAMETER STUDS, UNLESS NOTED OTHERWISE. f. THREADED ROD -ASTM A -449. g. NON -SHRINK GROUT -ASTM C110. NON -SHRINK GROUT SHALL BE PRE -PACKAGED, NON -METALLIC, WITH A 28-DAY COMPRESSIVE STRENGTH OF 6,000 PSI. 3. CONNECTIONS SHALL COMPLY WITH THE STRUCTURAL DRAWIN GS UNLESS WRITTEN APPROVAL TO CHANGE IS GIVEN BY THE STRUCTURAL ENGINEER. 4. ALL SHOP FABRICATIONS SHALL BE PERFORMED BY AN APPR OVED FABRICATOR IN ACCORDANCE WITH SECTIONS 1702 AND 1704 OF THE IBC OR WITH SHOP INSPECTION BY AN INDEPENDENT AGENCY IN ACCORDANCE WITH SECTION 1704.2.5 OF THE IBC. 5. WELDING a. ALL WELDING AND CUTTING SHALL BE PERFORMED BY AWS Q UALIFIED WELDERS IN ACCORDANCE WITH ANSI/AWS D1.1 (LATEST EDITION). b. USE E -70XX ELECTRODES UNLESS NOTED OTHERWISE. E -60XX MAY BE USED FOR WELDING STEEL DECKS. c. ALL INTERSECTING STEEL SHAPES WHICH ARE NOT CONNECT ED WITH BOLTS SHALL BE WELDED TOGETHER WITH A FILLET WELD ALL AROUND UNLESS NOTED OTHERWISE. WHERE WELD SIZES ARE NOT SHOWN, USE THE FOLLOWING: 1. WHERE THE THICKNESS OF THE CONNECTED PARTS IS EQUAL TO OR THICKER THAN 1/4 ”, WELD SIZE SHALL BE 1/16”LESS THAN THE THICKNESS OF THE THINNEST PART. 2. WHERE ANY OF THE CONNECTED PARTS IS LESS THAN 1/4”THICK, WELD SIZE SHALL BE THE SAME AS THE THICKNESS OF THE THINNEST PART. d. WELDING OF HSA ’S AND DBA ’S SHALL CONFORM TO THE MANUFACTURER ’S SPECIFICATIONS. e. WHEREVER POSSIBLE, WELDS SHALL BE SHOP WELDS. SPECIAL CONSIDERATIONS, SUCH AS ITEMS WHICH MAY NEED ADJUSTMENT AT THE SITE, REQUIRE THAT SOME WELDS BE FIELD WELDS. WHERE QUESTIONS OR DISCREPANCIES OCCUR THE CONTRACTOR SHALL COORDINATE THE WORK BETWEEN THE SHOP FABRICATOR AND THE STEEL EREC TOR. 6. BOLTING a. UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL TO STE EL CONNECTIONS SHALL USE HIGH STRENGTH BOLTS CONFORMING TO ASTM A -325. b. UNLESS NOTED OTHERWISE, ALL BOLTING IS CLASSIFIED A S NON -SLIP CRITICAL BEARING TYPE CONNECTIONS WITH THREADS INCLUDED IN SHEAR PLANE. T IGHTEN BOLTS TO A SNUG TIGHT CONDITION, WITH ALL PLIES OF THE JOINT IN FIRM CONTACT. c. WHERE OVERSIZED OR SLOTTED HOLES OCCUR IN THE OUTER PLY, AN ASTM F436 WASHER OR 5/16”THICK COMMON PLATE WASHER SHALL BE USED AS REQUIRED TO COMPLETELY COVER THE HOLE. d. BOLTS SHALL BE CENTERED IN SLOTTED HOLES, UNLESS NO TED OTHERWISE. e. WHERE A STEEL BEAM TO BEAM CONNECTION IS NOT SHOWN, PROVIDE AN AISC STANDARD FRAMED CONNECTION SIZED FOR 1/2 OF THE TOTAL LOAD C APACITY OF THE BEAM FOR THE SPAN AND STEEL SPECIFIED. 7. UNLESS NOTED OTHERWISE, WHERE STEEL BEAMS SUPPORT W OOD FRAMING OR WOOD SHEATHING, PROVIDE A CONTINUOUS DOUBLE 2x OR SINGLE 3x NAILER PLATE ON THE TOP OF THE BEAM THAT EXTENDS AT LEAST THE FULL WIDTH OF THE BEAM FLANGE. ATTACH NAILER PLATES TO WIDE -FLANGE BEAMS WITH 1/2”DIAMETER THRU BOLTS AT 24”O.C. -STAGGERED. COUNTER -SINK HEAD OF BOLTS INTO TOP OF NAILER PLATE TO PROVIDE A FLUSH BEARING SURFACE. 8. ALL COLUMNS ADJACENT TO OR EMBEDDED IN WOOD STUD WA LLS SHALL HAVE (1) 1/2 ”DIAMETER X 3 -1/2”THREADED STEEL ROD SHOP -WELDED TO THE FACE OF THE COLUMN AT 24”O.C. AND EXTENDING EACH WAY INTO THE ADJACENT STUD WALLS. ATTACH ADJAC ENT WOOD WALL STUDS TO STEEL COLUMN WITH STANDARD NUT AND WASHER AS REQUIRED. 9. PROVIDE FULL DEPTH WEB STIFFENER PLATES AT EACH SID E OF STEEL BEAMS AT ALL BEARING (EXCEPT SECONDARY FRAMING) POINTS. STIFFENER PLATES SHALL BE THICKNESS SHOWN UNLESS NOTED OTHERWISE AND SHALL BE WELDED BOTH SIDES WITH FILLET WELDS ALL AROUND. FLANGE WIDTH STIFFENER THICKNESS WELD THICKNESS < 8 1/4”1/4”3/16” 8 1/4”< BF < 12 1/2”3/8”1/4 ” 12 1/2”< BF < 18”1/2”5/16” 10. FABRICATORS AND SUPPLIERS SHALL COORDINATE PAINT/FINISHES WITH REQUIREMENTS FOR DIRECT APPLIED INSULATION, FIREPROOFING, ETC. AS NOTED IN THE PROJECT SPECIFICATIONS. 11. WHEN DETERMINING THE FIRE RESISTANCE OF ASSEMBLIES, USE THE FOLLOWING: STEEL ROOF MEMBERS ARE CONSIDERED UN -RESTRAINED AND STEEL FLOOR FRAMING MEMBERS ARE CONSIDERED RESTRAINED. 12. UNLESS NOTED OTHERWISE, ALL HORIZONTAL FRAMING MEMB ERS SHALL BE ERECTED WITH THE NATURAL CROWN UP. 13. UNLESS OTHERWISE SHOWN OR DETAILED IN THE PLANS , ALL STEEL COLUMNS, BEAMS, BRACES, STRUTS, ETC. SHALL BE CONTINUOUS BETWEEN CONNECTION S OR SUPPORTS .SPLICES IN MEMBERS SHALL NOT BE PERMITTED WITHOUT WRITTEN APPROVAL BY THE ENGINEER OF RECORD. STRUCTURAL NOTES ARE CONTINUED ON S002. 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 520 SHOUP AVENUE IDAHO FALLS, ID 83402 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757 -5700 UNIVERSITY VILLAGECOMMUNITY CENTER5/8/2019 3:19:37 PM C:\Users\zacht\Documents\S-18931 - BYU-I UV Community Center - v.18_zachtPHZZ4.rvtSTRUCTURALNOTESZ. Thorner zacht@arwengineers.com (801)782-6008 S001 13 59 T. Bischoff 10569 Structural Sheet Index SHEET NUMBER SHEET NAME 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 NO. DESCRIPTION DATE L. STRUCTURAL DELEGATED DESIGNS AND DEFERRED SUBMITTAL S 1. STRUCTURAL DELEGATED DESIGNS AND SUBSEQUENT DEFERRE D SUBMITTALS ARE FOR ELEMENTS, PARTS, OR PORTIONS OF THE OVERALL STRUCTURAL SYSTEM THAT ARE INDICATED OR REFERRED TO ON THESE DRAWINGS AND THAT ARE CRITICAL TO THE PERF ORMANCE OF THE OVERALL STRUCTURAL SYSTEM. DESIGN CRITERIA HAS BEEN PROVIDED FOR THESE ITEMS IN THE STRUCTURAL NOTES, PLANS, AND DETAILS. 2. STRUCTURAL DEFERRED SUBMITTALS ARE COMPLETE PACKAGE S TO BE SUBMITTED FOR REVIEW THAT INCLUDE DRAWINGS AND CALCULATIONS FOR ALL DELE GATED DESIGN ITEMS AND THEIR CONNECTIONS.DEFERRED SUBMITTALS SHALL BEAR THE STAM P AND SIGNATURE OF THE DESIGN PROFESSIONAL RESPONSIBLE FOR THEIR DESIGN. 3. ARW ENGINEERS WILL REVIEW STRUCTURAL DEFERRED SUBMITTALS TO VERIFY DESIGN CRITERIA IS COMPLIANT WITH THE APPROVED CONSTRUCTION DOCUMENTS. 4. STRUCTURAL DELEGATED DESIGN COMPONENTS SHALL NOT BE INSTALLED UNTIL APPROVED BY THE BUILDING OFFICIAL. 5. STRUCTURAL DELEGATED DESIGN ITEMS REQUIRING DEFERRE D SUBMITTALS INCLUDE, BUT ARE NOT LIMITED TO: a. PRE -MANUFACTURED WOOD TRUSSES, BLOCKING, BRIDGING, BRID GING CONNECTIONS, TRUSS HANGERS, AND RELATED COMPONENTS. M. NON -STRUCTURAL DELEGATED DESIGNS AND DEFERRED SUBMITTALS 1. NON -STRUCTURAL DELEGATED DESIGNS AND SUBSEQUENT DEFERRE D SUBMITTALS ARE FOR ITEMS NOT INCLUDED IN THE STRUCTURAL DELEGATED DESIGN SEC TION. THESE ARE ITEMS THAT ARE NOT CRITICAL TO THE OVERALL PERFORMANCE OF THE STRUCTUR AL SYSTEM BUT THAT IMPART LOADS AND FORCES TO THE STRUCTURAL SYSTEM. 2. NON -STRUCTURAL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE DESIGN PROFESSIONAL RESPONSIBLE FOR THE DESIGN. 3. ARW ENGINEERS WILL REVIEW NON -STRUCTURAL DEFERRED SUBMITTALS TO VERIFY DESIGN CRITERIA IS COMPLIANT WITH THE APPROVED CONSTRUCTIO N DOCUMENTS. 4. IF THE STRUCTURAL DRAWINGS INCLUDE LOADS TO ACCOMMO DATE NON -STRUCTURAL ELEMENTS, THE CONTRACTOR SHALL SUBMIT DOCUMENTATION INDICATIN G THAT THE NON -STRUCTURAL ELEMENTS COMPLY WITH THE LOADING CRITERIA PROVIDED HEREIN. SUCH DOCUMENTATION SHALL BEAR THE STAMP AND SIGNATURE OF THE DESIGN PROFESSIONAL RESPONSIBLE FOR THE DESIGN. 5. IF THE NON -STRUCTURAL DEFERRED SUBMITTAL INDICATES THAT THE ELEMENT WILL IMPART FORCES IN EXCESS OF THOSE INDICATED ON THE STRUCTURAL DRAW INGS, THE CONTRACTOR SHALL SUBMIT A DETAILED GRAPHICAL REPRESENTATION OF THOSE DESIGN LOADS, INCLUDING MAGNITUDE, AND LOCATION. THE GRAPHIC SHALL BE ACCOMPANIED BY DOCUM ENTATION INDICATING THAT THE NON - STRUCTURAL ELEMENT DESIGN COMPLIES WITH THE LOADING CRITERIA PROVIDED HEREIN. THE LETTER SHALL BEAR THE STAMP AND SIGNATURE OF THE DE SIGN PROFESSIONAL RESPONSIBLE FOR THE DESIGN. 6. NON -STRUCTURAL DELEGATED DESIGN ITEMS REQUIRING DEFERRE D SUBMITTALS SHALL INCLUDE, BUT ARE NOT LIMITED TO: a. SEISMIC BRACING OF ALL ARCHITECTURAL, MECHANICAL, P LUMBING, AND ELECTRICAL ITEMS WHERE REQUIRED BY ASCE 7-10 AND THE PROJECT CONTRACT DOCUMENTS. J. MASONRY 1. MASONRY VENEER SHALL BE ANCHORED USING THE HOHMANN AND BARNARD VENEER ANCHOR ASSEMBLY SYSTEM, OR AN APPROVED EQUAL. REGARDLESS O F BACK -UP SYSTEM, PROVIDE A CONTINUOUS HORIZONTAL 9 GAUGE WIRE AT 16”O.C. IN VENEER MORTAR JOINTS FOR ANCHOR ATTACHMENT. POSITIVE ANCHORAGE TO THE WIRE USING TH E SEISMICLIP INTERLOCK SYSTEM SHALL BE PROVIDED TO SUPPORT NOT MORE THAN 2 SQUARE FEET OF WALL, WITH A HORIZONTAL SPACING NOT EXCEEDING 18 ”. a. WOOD AND METAL STUDS; USE HOHMANN AND BARNARD HB -213 S.I.S. (SEISMICLIP INTERLOCK SYSTEM) HEAVY DUTY ANCHORS OR AN APPROVED EQUAL. TH E HB -213 ASSEMBLY SHALL BE ATTACHED TO WOOD STUDS USING A # 12 X 2 ”WOOD SCREWS OR TO METAL STUDS USING #10 SCREWS. b. BRICK AND BLOCK WALLS; USE HOHMANN AND BARNARD 270 -ML-S.I.S. (SEISMICLIP INTERLOCK SYSTEM) MIGHTY-LOK SEISMIC ANCHORS OR AN APPROVED EQUAL, AT SPACIN GS NOTED ABOVE. INSTALL A 2 WIRE 9 GAUGE LADDER TYPE JOINT REINFORC EMENT AT 16”O.C. IN THE BACK -UP WALL FOR ANCHORAGE ATTACHMENT. c. CONCRETE WALLS; USE HOHMANN AND BARNARD HB 303SV SE ISMIC NOTCH DOVE TAIL ANCHOR SYSTEM OR AN APPROVED EQUAL AT SPACINGS NOTED ABOVE . K. TIMBER 1. WOOD GRADES (UNLESS NOTED OTHERWISE) a. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR/LARCH CLEAR LY MARKED WITH A STAMP BY WWPA APPROVED AGENCY AND SHALL BE GRADED AS FOLLOWS: 1. HORIZONTAL MEMBERS: JOISTS & RAFTERS: NO. 2, BEAMS & STRINGERS: NO. 2. 2. VERTICAL MEMBERS: POST & TRIMMERS: NO. 1, STUDS: NO . 2. b. ALL FRAMING IN CONTACT WITH FOOTINGS, FOUNDATIONS O R SLABS ON GRADE SHALL BE PRESSURE TREATED OR TIMBERSTRAND LSL TREATED LUMBER WITH EQUIVALENT STRESS GRADES TO TYPICAL FRAMING MEMBERS. c. GLU -LAMINATED BEAMS SHALL BE DOUGLAS -FIR INDUSTRIAL APPEARANCE GRADE WITH A COMBINATION NUMBER 24F -V4 EXCEPT CANTILEVERED AND CONTINUOUS BEAMS SHALL B E COMBINATION NUMBER 24F -V8. d. UNLESS NOTED OTHERWISE, ALL ENGINEERED LUMBER SHALL BE FURNISHED BY TRUS -JOIST CORPORATION OR APPROVED EQUAL AND SHALL HAVE THE FO LLOWING MINIMUM PROPERTIES : MODULUS OF ELASTICITY FLEXURAL STRESS RATING LVL :2,000,000 PSI 2,600 PSI PSL :2,000,000 PSI 2,900 PSI LSL :1,500,000 PSI 2,250 PSI e. ALL WOOD “I”JOISTS AND BRIDGING SHALL BE FURNISHED BY TRUS -JOIST CORPORATION OR APPROVED EQUAL. 2. SHEATHING SHALL BE APA RATED SHEATHING, EXPOSURE I, EXTERIOR GLUE AND PANEL INDEX RATING AS NOTED BELOW UNLESS NOTED OTHERWISE : LOCATION THICKNESS PANEL INDEX WALLS :15/32”24/0 ROOFS :19/32”32/16 3. INDIVIDUAL PIECES OF SHEATHING AT ROOF, FLOOR, AND SHEAR WALLS SHALL NOT BE SMALLER THAN 24”IN EITHER DIRECTION AND SHALL SPAN A MINIMUM OF TWO FRAMING SPACES, UNO. 4. CONNECTIONS, FASTENERS, AND ADHESIVE: a. ALL BOLTS THRU WOOD SHALL BE ASTM A307 AND SHALL HA VE HARDENED WASHERS UNDER ASTM A563 HEAVY HEX NUT AND BOLT HEADS. b. UNLESS NOTED OTHERWISE, 10d COMMON (0.148) NAILS SH ALL BE USED TO FASTEN ALL PLYWOOD FLOOR AND ROOF SHEATHING TO SUPPORTING TRUSSES, JOISTS, LEDGERS OR BLOCKING AS FOLLOWS: 1. BOUNDARY NAILING “BN ”: 4”O.C. AT ALL BEARING WALLS, SHEAR WALLS, BLOCKING, A ND WHERE OTHERWISE INDICATED IN THE STRUCTURAL DRAWINGS. 2. PANEL EDGE NAILING “EN ”: 6”O.C. AT ALL OTHER PLYWOOD PANEL EDGES. 3. PANEL FIELD NAILING “FN ”: 12 ”O.C. AT INTERIOR SUPPORTS IN FIELD OF PANEL. c. UNLESS NOTED OTHERWISE IN THE WOOD SHEAR WALL SCHED ULE ON SHEET S005, 10d COMMON (0.148) NAILS SHALL BE USED TO FASTEN ALL PLYWOOD S HEAR WALL SHEATHING TO STUDS AND BLOCKING AS FOLLOWS: 1. PANEL EDGE NAILING “EN ”: 6”O.C. 2. PANEL FIELD NAILING “FN ”: 12 ”O.C. AT INTERIOR SUPPORTS IN FIELD OF PANEL. d. NAILS SHALL BE GALVANIZED OR STAINLESS STEEL AT EXP OSED LOCATIONS OR IN TREATED WOOD (SEE NOTE BELOW FOR FASTENERS CONNECTED TO OR IN CO NTACT WITH TREATED WOOD). THE HEAD OF ALL NAILS SHALL BE DRIVEN FLUSH WITH THE SU RFACE OF THE SHEATHING. e. UNLESS NOTED OTHERWISE, ALL NAILS SHALL HAVE THE FO LLOWING MINIMUM PROPERTIES: COMMON SHANK HEAD LENGTH MIN. PENETRATION NAIL SIZE DIAMETER DIAMETER INTO SUPPORT MEMBER 6d 0.113” 0.266 ” 2 ” 1.25 ” 8d 0.131” 0.281” 2-1/2” 1.375" 10d 0.148” 0.312 ” 3 ” 1.50" 12d 0.148” 0.312” 3-1/4” 1.50" 16d 0.162” 0.344” 3-1/2 ” 1.62” f. ALL FRAMING ANCHORS, POST CAPS, HOLD DOWNS, COLUMN BASES ETC. TO BE PROVIDED BY SIMPSON OR APPROVED EQUAL AND SHALL BE ATTACHED IN ACCORDANCE WITH MANUFACTURER ’S PUBLISHED DATA, UNLESS NOTED OTHERWISE. g. UNLESS NOTED OTHERWISE, ALL WALL BOTTOM PLATES TO B E ANCHORED TO FOUNDATIONS OR FOOTINGS WITH 3/4 ”DIAMETER ANCHOR BOLTS AT 32”O.C. WITH 8”MINIMUM EMBEDMENT. THERE SHALL BE A MINIMUM OF (2) ANCHOR BOLTS PER PLATE WITH ONE BOLT LOCATED NOT MORE THAN 12 ”AND NOT LESS THAN 4”FROM EACH END OF EACH PIECE. h. WALL BOTTOM PLATES AT SHEAR WALLS SHALL INCLUDE 1/4 ”x 3”x 3”STEEL PLATE WASHERS BETWEEN THE SILL PLATE AND NUT OF THE ANCHOR BOLT. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH UP TO 3/16”LARGER THAN THE BOLT DIAMETER AND SLOT LENGTH NOT TO EXCEED 1 -3/4”, PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. THE PL ATE WASHER SHALL EXTEND TO WITHIN ½”OF THE EDGE OF THE BOTTOM PLATE ON THE SHEATHED SID E. i. FASTENERS CONNECTED TO OR IN CONTACT WITH PRESERVATIVE -TREATED AND/OR FIRE - RETARDANT -TREATED WOOD (EXCEPT FOR TIMBERSTRAND LSL TREATED L UMBER AND BORATE BASED TREATMENTS) SHALL BE OF G -185 HOT -DIP GALVANIZED STEEL OR 304 OR 316 STAINLESS STEEL. STAINLESS STEEL AND GALVANIZED STEEL SHALL N EVER BE USED IN CONTACT WITH EACH OTHER. 5. ALL WOOD TRUSSED RAFTERS SHALL BE FABRICATED IN COM PLIANCE WITH THE RESEARCH COMMITTEE RECOMMENDATIONS OF THE ICC FOR THE CONNEC TOR PLATES USED. SUBMIT DESIGN CALCULATIONS WITH ENGINEERS SEAL FOR REVIEW WITH SH OP DRAWINGS. PROVIDE CALCULATIONS AND DETAILS FOR ALL TRUSS TO TRUSS CONNECTIONS INCLUDING CONNECTION HARDWARE. ALL NECESSARY TRUSS BRIDGING AND CONNECTION DESIGN OF T RUSS BRIDGING SHALL BE PROVIDED BY THE TRUSS DESIGNER AND SHALL BE INCLUDED IN THE DES IGN CALCULATIONS FOR REVIEW. 6. INSTALLATION OF ALL METAL-PLATE -CONNECTED WOOD TRUSSES SHALL COMPLY WITH THE FOLLOWING STANDARDS: a. ANSI/TPI 1 “NATIONAL DESIGN STANDARD FOR METAL -PLATE -CONNECTED WOOD TRUSSES ”. b. TPI HIB “COMMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTAL LING & BRACING METAL- PLATE -CONNECTED WOOD TRUSSES ”. c. TPI DSB “RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRAC ING OF METAL-PLATE - CONNECTED WOOD TRUSSES ”. 7. UNLESS NOTED OTHERWISE, ALL ROOF SHEATHING AND WALL SHEATHING AT SHEAR WALLS SHALL HAVE SOLID BLOCKING AT ALL PANEL EDGES. 8. PROVIDE DOUBLE JOIST UNDER PARALLEL NONBEARING WALL S AND SOLID BLOCKING UNDER PERPENDICULAR NONBEARING WALLS. 9. AT ALL OVERBUILD LOCATIONS, ROOF SHEATHING SHALL BE COMPLETE BELOW OVERBUILDS PRIOR TO OVERBUILD CONSTRUCTION. 10. PROVIDE SOLID 2”(NOMINAL) FULL DEPTH BLOCKING AT ENDS AND SUPPORT L OCATIONS FOR ALL JOISTS AND RAFTERS. BLOCKING SHALL BE ATTACHED TO S UPPORT FRAMING WITH A MINIMUM OF (1) SIMPSON A35 FRAMING ANCHOR BETWEEN JOISTS UNLESS NO TED OTHERWISE. 11. UNLESS NOTED OTHERWISE, ALL BEARING WALLS SHALL BE 2X6 SPACED AT 16“O.C. BLOCK ALL NON - SHEATHED BEARING WALLS AT 4’-0”O.C. 12. VERIFY THE STUD SPACING WITH THE ANCHOR BOLT LAY-OUT. WHERE STUDS INTERFERE WITH ANCHOR BOLTS, PROVIDE AN ADDITIONAL FULL -HEIGHT STUD TO ENSURE THAT THE FULL CROSS - SECTIONAL AREA OF THE STUD IS IN CONTACT WITH THE S ILL PLATE. 13. UNLESS NOTED OTHERWISE, ALL EXTERIOR WALLS AND SHEA R WALLS SHALL HAVE DOUBLE 2X TOP PLATES THAT ARE SPLICED TOGETHER WITH A MINIMUM OF 72 ”OF OVERLAP AND SHALL BE CONNECTED TOGETHER WITH A MINIMUM OF (28) 16d COMMO N NAILS EACH SIDE OF THE SPLICE. OUTSIDE OF THESE SPLICE LOCATIONS, TOP PLATES SHALL BE NAILED TOGETHER WITH 10d NAILS AT 12”O.C. 14. EXCEPT WHERE NOTED OTHERWISE, THE NUMBER AND SIZE O F NAILS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THAT SET FORTH IN IBC TABLE 2304.10.1. CONNECTIONS FOR MULTIPLE PIECES OF ENGINEERED LUMBER PIECES SHALL BE IN ACCO RDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 15. UNLESS NOTED OTHERWISE, ALL HORIZONTAL FRAMING MEMB ERS SHALL BE INSTALLED WITH THE NATURAL CROWN UP. 16. GLULAM MEMBERS a. GLULAM MEMBERS SHALL BE PROTECTED FROM EXTREMES IN TEMPERATURE AND HUMIDITY DURING TRANSPORTATION, STORAGE AND INSTALLATION WIT H GOOD STORAGE AND INSTALLATION PRACTICES THAT MINIMIZE DIRECT EXPOSUR E TO THE ELEMENTS. b. DURING AND AFTER INSTALLATION, GLULAM MEMBERS SHALL NOT BE EXPOSED TO RAPID MOVEMENT OF AIR OR TO CONCENTRATED HEATING AND COOL ING SOURCES. c. GLULAM MEMBERS SHALL BE ALLOWED TO ADJUST SLOWLY TO THE AMBIENT TEMPERATURE AND HUMIDITY OF THE BUILDING BY AVOIDING RAPID LOWERING OF THE HUMIDITY AND/OR EXPOSURE TO HIGH TEMPERATURES. d. GLULAM MEMBERS SHALL BE PROTECTED AS INDICATED IN T HESE NOTES UNLESS OTHERWISE NOTED BY THE GLULAM MANUFACTURER. 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 520 SHOUP AVENUE IDAHO FALLS, ID 83402 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757 -5700 UNIVERSITY VILLAGECOMMUNITY CENTER5/8/2019 3:19:38 PM C:\Users\zacht\Documents\S-18931 - BYU-I UV Community Center - v.18_zachtPHZZ4.rvtSTRUCTURALNOTESZ. Thorner zacht@arwengineers.com (801)782-6008 S002 14 59 T. Bischoff 10569 NO. DESCRIPTION DATE LEGEND OF SYMBOLS AND ABBREVIATIONS AB =ANCHOR BOLT ABV =ABOVE ARCH =ARCHITECT BLW =BELOW BN =BOUNDARY NAILING CJP =COMPLETE JOINT PENETRATION CL =CENTERLINE COL =COLUMN CONC =CONCRETE CP =CONCRETE PIER DC =DEMAND CRITICAL DIA / Ø =DIAMETER DBA =DEFORMED BAR ANCHOR DBE =DECK BEARING ELEVATION ELEV =ELEVATION EN =EDGE NAILING EOD =EDGE OF DECK FDN =FOUNDATION FTG =FOOTING FFE =FINISHED FLOOR ELEVATION GB =CONCRETE GRADE BEAM HSA =HEADED STUD ANCHOR JBE =JOIST BEARING ELEVATION KB =KICKER BRACE MAX =MAXIMUM MECH =MECHANICAL MEZZ =MEZZANINE MIN =MINIMUM NS, FS =NEAR SIDE, FAR SIDE OAE =OR APPROVED EQUAL OPP =OPPOSITE PAF =POWDER ACTUATED FASTENER PL =PLATE REINF =REINFORCING REQ'D =REQUIRED SIM =SIMILAR TOB =TOP OF BEAM ELEVATION TOC =TOP OF CONCRETE SLAB TOF =TOP OF FOOTING TOG =TOP OF GIRDER ELEVATION TOS =TOP OF STEEL ELEVATION TYP =TYPICAL UNO =UNLESS NOTED OTHERWISE FOOTING STEP TOP OF FOUNDATION WALL OR COLUMN PIER ELEV. SHEET NUMBER TOP OF FOOTING ELEV. SECTION MARK FOOTING MARK FRAMING ANGLE SEE TYPICAL DETAIL FRAMING CHANNEL SEE TYPICAL DETAIL ITEMS, DETAILS, & SYSTEMS WHICH ARE PART OF THE LATERAL FORCE RESISTING SYSTEM. MOMENT RESISTING CONNECTIONS - SEE DETAIL L L C ELEVATION MOMENT RESISTING CANTILEVER CONNECTIONS -SEE DETAIL KICKER BRACEKB SHEAR WALL - SEE SCHEDULE MIN. LENGTH OF SHEAR WALL DEPRESS FDN./WALL AND POUR FLOOR SLAB OVER AT CONCRETE FOUNDATION WALL HD -SIMPSON HOLDOWN SIZE POST - SIZE OF END POST CONNECTED TO HOLDOWN "A" -PLAN CONFIGURATION AT HOLDOWN AT FOUNDATION"A"POSTHDTHICKWIDTHMARKLENGTH LENGTHWISE REINF. NO.SIZE NO.SIZE SPA. CROSSWISE REINF.REMARKS FOOTING SCHEDULE FC2 2'-0"CONT.12"(2)#5 ------ F3 3'-0"3'-0"12"(3)#5 (3)#5 -- F3.5 3'-6"3'-6"12"(3)#5 (3)#5 -- F4 4'-0"4'-0"12"(4)#5 (4)#5 -- F4.5 4'-6"4'-6"12"(4)#5 (4)#5 -- F5 5'-0"5'-0"12"(5)#5 (5)#5 -- F5.5 5'-6"5'-6"12"(5)#5 (5)#5 -- F6 6'-0"6'-0"12"(6)#5 (6)#5 -- F6.5 6'-6"6'-6"14"(7)#5 (7)#5 -- F7 7'-0"7'-0"14"(7)#5 (7)#5 -- F7.5 7'-6"7'-6"14"(7)#6 (7)#6 -- F2.5 2'-6"2'-6"12"(3)#5 (3)#5 -- FC3 3'-0"12"(3)#5CONT.------ TYP. FOOTING SECTION TYP. FOOTING SECTION W/ TOP & BOTTOM REINF. TYPICAL FOOTING REINFORCING 3" CLEAR EQ.EQ.EQ.3" CLEAR 3" CLEAR EQ.EQ.EQ.3" CLEAR 3" CLEAR 2" CLEAR 3" CLEAR FC4 4'-0"CONT.12"(4)#5 --#5 12"o.c. JA DIMENSION OF STANDARD 90 -DEG HOOKS, ALL GRADES DIMENSION OF STANDARD 180 -DEG HOOKS, ALL GRADESBAR SIZE D A D D = 6d b FOR #3 THROUGH #8 D = 8d b FOR #9 THROUGH #11 DETAILING DIMENSIONS D D = FINISHED INSIDE BEND DIAMETER db = BAR DIAMETER HOOK A 4 db OR 2 1/2" MIN. 180° J D STANDARD HOOK & BEND SCHEDULE #3 5"3"2 1/4"6"2 1/4" #4 6"4"3"8"3" #5 7"5"3 3/4"10"3 3/4" #6 8"6"4 1/2"1'-0"4 1/2" #7 10"7"5 1/4"1'-2"5 1/4" #8 11"8"6"1'-4"6" #9 1'-3"11 3/4"9 1/2"1'-7"9 1/2" #10 1'-5"1'-1 1/4"10 3/4"1'-10"10 3/4" #11 1'-7"1'-2 3/4"12"2'-0"12" AJ DETAILING DIMENSIONS ESTABLISHED PER 2015 IBC SECTION 110 AND CHAPTER 17 ITEM GENERAL SPECIAL INSPECTION NOTES : PERIODIC 3CONTINUOUS3 REFERENCE COMMENTS GROUTING BONDED TENDONS APPLICATION OF PRESTRESSING FORCES IN SEISMIC-FORCE-RESISTING SYSTEM SEE IBC TABLE 1705.3 - REF. NOTE C1 REFERENCE NOTE C4 REFERENCE NOTE C5 REFERENCE NOTE C2 REFERENCE NOTES P1 & P2 REFERENCE NOTE C3 REFERENCE NOTE W1 REFERENCE NOTE F1 REFERENCE NOTE F1 REFERENCE NOTE F1 REFERENCE NOTE F2 REFERENCE NOTE W2 REFERENCE NOTE F1 REFERENCE NOTE F2 EPOXY / EXPANSION ANCHOR PLACEMENT VERIFICATION OF IN -SITU STRENGTH ERECTION OF PRECAST MEMBERS PRESTRESSED CONCRETE CURING TEMPERATURE / TECHNIQUES CONCRETE PLACEMENT / SAMPLING VERIFYING REQUIRED DESIGN MIX EMBEDDED BOLTS & PLATES WELDING OF REINFORCING STEEL REINFORCING STEEL PLACEMENT HIGH LOAD DIAPHRAGMS (ROOF / FLOOR) SITE -BUILT ASSEMBLIES PROPERLY PREPARED SITE AND SUB-GRADE PRIOR TO FILL. VERIFY ADEQUATE MATERIALS BELOW FOOTINGS EXCAVATIONS EXTEND TO PROPER DEPTH AND REACH PROPER MATERIAL CLASSIFY & TEST CONTROLLED FILL MATERIALS PERFORM MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL. SHEAR WALL & DIAPHRAGM NAILING DRAG STRUTS BRACES & SHEAR PANELS HOLDOWNS CONCRETE CONSTRUCTION (IBC 1705.3) SPECIAL INSPECTION SCHEDULE 1, 2 PRE -FAB CONSTRUCTION (IBC 1704.2) WOOD (IBC 1705.5) SOILS (IBC 1705.6) 1. SPECIAL INSPECTION IS NOT REQUIRED WHERE THE WOR K IS DONE ON THE PREMISES OF A FABRICATOR REGISTERE D AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION, PROVIDED THE FABRICATOR COMPLIES WITH IBC. 2. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE MATERIAL USED IN THE CONSTRUC TION TOOK PLACE ON SITE. SPECIAL INSPECTION WILL NOT BE REQU IRED DURING PREFABRICATION IF THE APPROVED AGENCY C ERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIAN CE. (SEE NOTE 2). 1. SPECIAL INSPECTION IS NOT REQUIRED FOR CONC. ISO LATED SPREAD FOOTINGS, CONTINUOUS FOOTINGS, NON-STR UCTURAL SLABS, FOUNDATION WALLS, PATIOS, DRIVEWAYS, AND SID EWALKS PROVIDED THE REQUIREMENTS OF IBC 1705.3 ARE MET. 2. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR VERIF ICATION OF THE WELDABILITY OF REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS, AND SHEAR REINFORC EMENT. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR WELDING OF OTHER ASTM A 706 REINFORCING STEEL NOT INCLUDED IN THE CONTINUOUS SPECIAL INSPECTION REQUIR EMENTS NOTED ABOVE. 3. PERFORM AIR, SLUMP AND TEMP. TESTS WHEN CONCRETE SAMPLES ARE CAST. 4. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR VERIFICATION OF IN-SITU CONCRETE STRENGTH FOR POST-TENS IONED CONCRETE PRIOR TO TENSIONING TENDONS OR REMOVING SH ORING OR FORMS. 5. EPOXY AND EXPANSION ANCHORS INTO MASONRY OR CONC RETE MAY BE USED ONLY WHEN APPROVED BY ARCHITECT. A ND/OR ENGINEER USING AN APPROVED PRODUCT WITH CURRENT PUB LISHED ICC RESEARCH REPORT NUMBERS. COORDINATE CONTINUOUS/PERIODIC SPECIAL INSPECTION REQUIREMENTS WITH ICC REPORT. 1. WOOD STRUCTURAL PANEL SHEATHING SHALL BE INSPECT ED TO ASCERTAIN THAT GRADE AND THICKNESS ARE IN COM PLIANCE WITH APPROVED BUILDING PLANS. NOMINAL SIZE OF FRAM ING MEMBERS AT ADJOINING PANEL EDGES, THE NAIL OR S TAPLE DIAMETER AND LENGTH, THE NUMBER OF FASTENER LINES, AND SPACING BETWEEN FASTENERS IN EACH LINE AND AT E DGE MARGINS SHALL ALSO BE INSPECTED AND VERIFIED FOR CO MPLIANCE WITH APPROVED BUILDING PLANS. 2. SPECIAL INSPECTION IS NOT REQUIRED FOR WOOD SHEAR WALLS, WOOD DIAPHRAGMS, INCLUDING NAILING, & BOLTING, AND OTHER FASTENING TO OTHER COMPONENTS WHERE THE SPACING OF THE SHEATHING FASTENERS IS GREATER THAN 4"o.c . 1. SPECIAL INSPECTION OF SOILS SHALL REFERENCE THE APPROVED SOILS REPORT TO DETERMINE COMPLIANCE. 2. WHERE SOILS REPORT IS NOT PROVIDED SPECIAL INSPE CTIONS ARE REQUIRED TO VERIFY THAT THE IN-PLACE DRY DENSITY OF THE COMPACTED FILL IS NOT LESS THAN 90 PERCENT OF THE MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED IN ACCORDANCE WITH ASTM D 1557. GLUING OPERATIONS 1. THE ITEMS MARKED WITH A " " IN THE SPECIAL IN SPECTION SCHEDULE SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTO R FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS, AND THE SPECIFIC GENER AL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND CO PIES OF ALL STRUCTURAL TESTING AND INSPECTION REPOR TS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL. ANY ITEMS WHICH FAIL TO COMPLY WITH THE APPROVED CONSTRU CTION DOCUMENTS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF DISCREPANCIES ARE NOT CORRECTED, THEY SHALL BE BROUGHT TO THE ATTENTION O F THE BUILDING OFFICIAL, ARCHITECT, AND ENGINEER PR IOR TO COMPLETION OF THAT PHASE OF WORK. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. 2. ANY CONSTRUCTION OR MATERIAL THAT HAS FAILED INS PECTION SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT . 3. CONTINUOUS SPECIAL INSPECTION MEANS THE FULL-TIM E OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. PERIOD IC SPECIAL INSPECTION MEANS THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSP ECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION O F THE WORK. (IBC SECTION 1702) F F W. W. C C C C C P P MARK SIZE HEADER SCHEDULE RB -1 (3) 2x10 RB -2 RB -3 RB -4 (3) 1 3/4" x 7 1/4" LVL (3) 1 3/4" x 9 1/4" LVL (3) 1 3/4" x 11 7/8" LVL NOTE: SEE 1/S203 FOR KING AND TRIMMER STUD SCHEDULE. 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 520 SHOUP AVENUE IDAHO FALLS, ID 83402 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757 -5700 UNIVERSITY VILLAGECOMMUNITY CENTER5/8/2019 3:19:40 PM C:\Users\zacht\Documents\S-18931 - BYU-I UV Community Center - v.18_zachtPHZZ4.rvtSCHEDULESZ. Thorner zacht@arwengineers.com (801)782-6008 S003 15 59 T. Bischoff 10569 NO. DESCRIPTION DATE ESTABLISHED PER 2015 IBC SECTION 1705.2.1 WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE STRUCTURAL STEEL SPECIAL INSPECTION SCHEDULE INSPECTION TASKS PRIOR TO WELDING (TABLE N5.4 -1) MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE MATERIAL IDENTIFICATION (TYPE / GRADE) WELDER IDENTIFICATION SYSTEM 1 * JOINT PREPARATION FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) * DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, B EVEL) * CLEANLINESS (CONDITION OF STEEL SURFACES) * TACKING (TACK WELD QUALITY AND LOCATION) * BACKING TYPE AND FIT (IF APPLICABLE) CONFIGURATION AND FINISH OF ACCESS HOLES * DIMENSIONS (ALIGNMENT, GAPS AT ROOT) FIT-UP OF FILLET WELDS * CLEANLINESS (CONDITION OF STEEL SURFACES) * TACKING (TACK WELD QUALITY AND LOCATION) CHECK WELDING EQUIPMENT 1 THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED , SHALL BE THE LOW -STRESS TYPE. USE OF QUALIFIED WELDERS INSPECTION TASKS DURING WELDING (TABLE N5.4 -2) * PACKAGING CONTROL AND HANDLING OF WELDING CONSUMABLES * EXPOSURE CONTROL NO WELDING OVER CRACKED TACK WELDS * WIND SPEED WITHIN LIMITS ENVIRONMENTAL CONDITIONS * PRECIPITATION AND TEMPERATURE * SETTINGS ON WELDING EQUIPMENT WPS FOLLOWED * TRAVEL SPEED * SELECTED WELDING MATERIALS * SHIELDING GAS TYPE / FLOW RATE * PREHEAT APPLIED * INTERPASS TEMPERATURE MAINTAINED (MIN. / MAX) * PROPER POSITION (F, V, H, OH) * INTERPASS AND FINAL CLEANING WELDING TECHNIQUES * EACH PASS WITHIN PROFILE LIMITATIONS * EACH PASS MEETS QUALITY REQUIREMENTS WELDS CLEANED INSPECTION TASKS AFTER WELDING (TABLE N5.4 -3) SIZE, LENGTH AND LOCATION OF WELDS * CRACK PROHIBITION WELDS MEET VISUAL ACCEPTANCE CRITERIA * WELD / BASE -METAL FUSION * CRATER CROSS SECTION * WELD PROFILES * WELD SIZE * UNDERCUT * POROSITY ARC STRIKES K -AREA 1 BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) REPAIR ACTIVITIES DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER 1 WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES O R STIFFENERS HAS BEEN PERFORMED IN THE K -AREA, VISUALLY INSPECT THE WEB K -AREA FOR CRACKS WITHIN 3 IN. (75mm) OF THE WELD) NOTES GENERAL STEEL SPECIAL INSPECTION NOTES : INSPECTION TASKS PRIOR TO BOLTING (TABLE N5.6 -1) MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENE R MATERIALS FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMEN TS PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRA DE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLA NE) PROPER BOLTING PROCEDURES SELECTED FOR JOINT DETAIL CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS PRE -INSTALLATION VERIFICATION TESTING BY INSTALLATION P ERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AN D OTHER FASTENER COMPONENTS INSPECTION TASKS DURING BOLTING (TABLE N5.6 -2) FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED JOINT BROUGHT TO THE SNUG -TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENT ED FROM ROTATING FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE R CSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POIN T TOWARD THE FREE EDGES INSPECTION TASKS AFTER BOLTING (TABLE N5.6 -3) DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT (TABLE N6.1) PLACEMENT AND INSTALLATION OF STEEL DECK PLACEMENT AND INSTALLATION OF STEEL STUD ANCHORS DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS NOTES NOTES FABRICATOR QUALITY CONTROL SPECIAL INSPECTOR QUALITY ASSURANCE CONTINUOUS PERIODIC PERIODICCONTINUOUS CONTINUOUS PERIODIC PERIODICCONTINUOUS CONTINUOUS PERIODIC PERIODICCONTINUOUS CONTINUOUS PERIODIC PERIODICCONTINUOUS CONTINUOUS PERIODIC PERIODICCONTINUOUS CONTINUOUS PERIODIC PERIODICCONTINUOUS CONTINUOUS PERIODIC PERIODICCONTINUOUS 1. PERIODIC - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. 2. CONTINUOUS - PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER. 3. QUALITY CONTROL (QC) SHALL BE PROVIDED BY THE FA BRICATOR AND ERECTOR. 4. QUALITY ASSURANCE (QA) SHALL BE PROVIDED BY OTHE RS WHEN REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AHJ), APPLICABLE BUILDING CODE (ABC), PURCHASER, OWNER, O R ENGINEER OF RECORD (EOR). NONDESTRUCTIVE TESTING (NDT) SHALL BE PERFORMED BY THE AGENCY OR FIRM RESPONSIBL E FOR QUALITY ASSURANCE, EXCEPT AS PERMITTED IN ACCORDANCE WITH SECTION N7. 5. QC AND QA INSPECTORS SHALL BE QUALIFIED IN ACCOR DANCE WITH AISC 360-10 CHAPTER N4. 6. NONDESTRUCTIVE TESTING PERSONNEL SHALL BE QUALIF IED IN ACCORDANCE WITH AISC 360-10 CHAPTER N4.3. 7. NONDESTRUCTIVE TESTING OF WELDED JOINTS SHALL CO MPLY WITH AISC 360-10 CHAPTER N5a AND b. 8. OBSERVATION OF WELDING OPERATIONS AND VISUAL INS PECTION OF IN-PROCESS AND COMPLETED WELDS SHALL BE THE PRIM ARY METHOD TO CONFIRM THAT THE MATERIALS, PROCEDURES AN D WORKMANSHIP ARE IN CONFORMANCE WITH THE CONSTRUCTIO N DOCUMENTS. FOR STRUCTURAL STEEL, ALL PROVISIONS OF AWS D1.1 / D1.1M STRUCTURAL WELDING CODE - STEEL FOR STATICALLY LOADED STRUCTURES SHALL APPLY. 9. THERMALLY CUT SURFACES OF ACCESS HOLES SHALL BE TESTED BY QA USING MT OR PT, WHEN THE FLANGE THICKNESS EXC EEDS 2 IN. (50mm) FOR ROLLED SHAPES, OR WHEN THE WEB THICKNESS EXCEEDS 2 IN. (50mm) FOR BUILT-UP SHAPES. ANY CRAC K SHALL BE DEEMED UNACCEPTABLE REGARDLESS OF SIZE OR LOCATION. 10. WHEN REQUIRED BY APPENDIX 3, TABLE A-3.1, WELDE D JOINTS REQUIRING WELD SOUNDNESS TO BE ESTABLISHED BY RADIOGRAPHICS OR ULTRASONIC INSPECTION SHALL BE TES TED BY QA AS PRESCRIBED. REDUCTION IN THE RATE OF UT IS PROHIBITED. 11. REDUCTION OF RATE OF ULTRASONIC TESTING - THE RA TE OF UT IS ONLY PERMITTED TO BE REDUCED IF APPROVED BY THE EOR AND THE AHJ PER AISC 360-10 CHAPTER N5e. 12. FOR STRUCTURES IN RISK CATEGORY II, WHERE THE INITIAL RATE FOR UT IS 10%, THE NDT RATE FOR AN INDIVIDUAL WELDE R OR WELDING OPERATOR SHALL BE INCREASED TO 100% SHOULD THE REJECT RATE, THE NUMBER OF WELDS CONTAINING UNACCEPTABLE DEFECTS DIVIDED BY THE NUMBER OF WELDS COMPLETED, EXCEEDS 5% OF THE WELDS TESTED FOR THE WELDER OR WELDING OPERATOR. A SAMPLING OF AT LEAST 20 COMPLETED WELDS FOR A JOB SHALL BE MADE PRIOR TO IMPLEMENTING SUCH AN INCREASE. WHEN THE REJECT RAT E FOR THE WELDER OR WELDING OPERATOR, AFTER A SAMPLING OF AT LEAST 40 COMPLETED WELDS, HAS FALLEN TO 5% OR LESS, THE RATE OF UT SHALL BE RETURNED TO 10%. FOR EVALUATIN G THE REJECT RATE OF CONTINUOUS WELDS OVER 3 FT (1M) IN L ENGTH WHERE THE EFFECTIVE THROAT IS 1 IN. (25mm) OR LESS, EACH 12 IN. (300mm) INCREMENT OR FRACTION THEREOF SHALL BE CONSIDERED AS ONE WELD. FOR EVALUATING THE REJECT RATE ON CONTINUOUS WELDS OVER 3 FT (1M) IN LENGTH WHERE THE EFFECTIVE THROAT IS GREATER THAN 1 IN. (25mm), EACH 6 IN. (150mm) OF LENGTH OR FRACTION THEREOF SHALL BE CONSIDERED ON WELD. 13. ALL NDT PERFORMED SHALL BE DOCUMENTED. FOR SHO P FABRICATION, THE NDT REPORT SHALL IDENTIFY THE TEST ED WELD BY PIECE MARK AND LOCATION IN THE PIECE. FOR FIELD WORK, THE NDT REPORT SHALL IDENTIFY THE TESTED WELD BY LOCATION IN THE STRUCTURE, PIECE MARK, AND LOCATION IN THE PIECE. WHEN A WELD IS REJECTED ON THE BASIS OF NDT , THE NDT RECORD SHALL INDICATE THE LOCATION OF THE DEFEC T AND THE BASIS OF REJECTION 14. DEMAND CRITICAL WELDS SHALL MEET THE PROVISION FOUND IN AISC 341-10 AND WELDING METHODS, PROCEDURES AND QUA LITY CONTROL SHALL COMPLY WITH AWS D1.1 AND THE FOLLOWIN G: a. ARC STRIKES, GOUGES AND OTHER IMPERFECTIONS WITH IN OR ADJACENT TO THE JOINT, SHALL BE REPAIRED OR REMOVED. b. PREHEAT AND INTER-PASS REQUIREMENTS AS OUTLINED IN SECTION 3.5. c. UNREPAIRED CRACKS, GOUGES, AND NOTCHES WILL NOT BE PERMITTED IN THE JOINT AREA. d. USE ELECTRODES WITH CHARPY V-NOTCH ABSORBED ENERGY EQUAL TO OR GREATER THAN 20 FT-LBS AT 20 DEGREES FAHRENHEIT UNDER AWS A5 CLASSIFICATION TEST METHODS, AND 40 FT-LBS AT 70 DEGREES FAHRENHEIT USING TEST PROCEDURES PRESCRIBED IN APPENDIX X OF AISC 358. ACCEPTABLE ELECTRODES INCLUDE E70TG-K2, E71 T-1. 1. PERIODIC - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. 2. CONTINUOUS - PERFORM THESE TASKS FOR EACH BOLTED CONNECTION. 3. QUALITY CONTROL (QC) SHALL BE PROVIDED BY THE FA BRICATOR AND ERECTOR. 4. QUALITY ASSURANCE (QA) SHALL BE PROVIDED BY OTHE RS WHEN REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AHJ), APPLICABLE BUILDING CODE (ABC), PURCHASER, OWNER, O R ENGINEER OF RECORD (EOR). NONDESTRUCTIVE TESTING (NDT) SHALL BE PERFORMED BY THE AGENCY OR FIRM RESPONSIBLE FOR QUALITY ASSURANCE, EXCEPT AS PERMITTED IN ACCORDANCE WITH SECTION N7. 5. FOR SNUG-TIGHT JOINTS, PRE-INSTALLATION VERIFICA TION TESTING AS SPECIFIED IN TABLE N5.6-1 AND MONITORING OF THE INSTALLATION PROCEDURES AS SPECIFIED IN TABLE N5.6-2 ARE NOT APPLICABLE. THE QCI AND QAI NEED NOT BE PRESEN T DURING THE INSTALLATION OF FASTENERS IN SNUG-TIGHT JOINTS. 6. FOR PRETENSIONED JOINTS AND SLIP-CRITICAL JOINTS , WHEN THE INSTALLER IS USING THE TURN-OF-NUT METHOD WITH MATCHMARKING TECHNIQUES, THE DIRECT-TENSION-INDICAT OR METHOD, OR THE TWIST-OFF-TYPE TENSION CONTROL BOLT METHOD, MONITORING OF BOLT PRETENSIONING PROCEDURES SHALL BE AS SPECIFIED IN TABLE N5.6-2. THE QCI AND QAI NEED NOT BE PRESENT DURING THE INSTALLATION OF FASTENERS WHEN THESE METHODS ARE USED BY THE INSTALLER. 7. FOR PRETENSIONED JOINTS AND SLIP-CRITICAL JOINTS , WHEN THE INSTALLER IS USING THE CALIBRATED WRENCH METHOD OR THE TURN-OF-NUT METHOD WITHOUT MATCHMARKING, MONITORING OF BOLT PRETENSIONING PROCEDURES SHALL BE AS SPECIF IED IN TABLE N5.6-2. THE QCI AND QAI SHALL BE ENGAGED IN THEIR ASSIGNED INSPECTION DUTIES DURING INSTALLATION OF FASTENERS WHEN THESE METHODS ARE USED BY THE INSTAL LER. 8. OBSERVATION OF BOLTING OPERATIONS SHALL BE THE P RIMARY METHOD USED TO CONFIRM THAT THE MATERIALS, PROCEDUR ES AND WORKMANSHIP INCORPORATED IN CONSTRUCTION ARE IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND THE PROVISIONS OF THE RCSC SPECIFICATION. 1. O - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERA TIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. 2. P - PERFORM THESE TASKS FOR EACH BOLTED CONNECTIO N. 3. QUALITY CONTROL (QC) SHALL BE PROVIDED BY THE FA BRICATOR AND ERECTOR. 4. QUALITY ASSURANCE (QA) SHALL BE PROVIDED BY OTHE RS WHEN REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AHJ), APPLICABLE BUILDING CODE (ABC), PURCHASER, OWNER, O R ENGINEER OF RECORD (EOR). NONDESTRUCTIVE TESTING (NDT) SHALL BE PERFORMED BY THE AGENCY OR FIRM RESPONSIBL E FOR QUALITY ASSURANCE, EXCEPT AS PERMITTED IN ACCORDANCE WITH SECTION N7. 5. FOR THOSE ITEMS FOR QUALITY CONTROL (QC) THAT CO NTAIN AN OBSERVE DESIGNATION, THE QC INSPECTION SHALL BE PERFORMED BY THE ERECTOR'S QUALITY CONTROL INSPECTO R (QCI). 6. FOR WELDING OF STEEL HEADED STUD ANCHORS, THE PROVISIONS OF AWS D1.1 / D1.1M, APPLY. 7. FOR WELDING OF STEEL DECK, OBSERVATION OF WELDIN G OPERATIONS AND VISUAL INSPECTION OF IN-PROCESS AND COMPLETED WELDS SHALL BE THE PRIMARY METHOD TO CONF IRM THAT THE MATERIALS, PROCEDURES AND WORKMANSHIP ARE IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. ALL APPLICABLE PROVISIONS OF AWS D1.3 / D1.3M, STRUCTUR AL WELDING CODE - SHEET STEEL, SHALL APPLY. DECK WELDING INSPECTION SHALL INCLUDE VERIFICATION OF THE WELDIN G CONSUMABLES, WELDING PROCEDURE SPECIFICATIONS AND QUALIFICATIONS OF WELDING PERSONNEL PRIOR TO THE ST ART OF THE WORK, OBSERVATIONS OF THE WORK IN PROGRESS, AND A VISUAL INSPECTION OF ALL COMPLETED WELDS. FOR ST EEL DECK ATTACHED BY FASTENING SYSTEMS OTHER THAN WELDING, INSPECTION SHALL INCLUDE VERIFICATION OF THE FASTEN ERS TO BE USED PRIOR TO THE START OF THE WORK, OBSERVATION S OF THE WORK IN PROGRESS TO CONFIRM INSTALLATION IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS , AND A VISUAL INSPECTION OF THE COMPLETED INSTALLATION. 1. QUALITY ASSURANCE (QA) INSPECTION OF FABRICATED ITE MS SHALL BE MADE AT THE FABRICATOR'S PLANT. THE QU ALITY ASSURANCE INSPECT OR (QAI) SHALL SCHEDULE THIS WORK TO MINIMIZE INTER RUPTION TO THE WORK OF THE FABRICATOR. 2. QA INSPECTION OF THE ERECTED STEEL SYSTEM SHALL BE MADE AT THE PROJECT SITE. THE QAI SHALL SCHEDULE T HIS WORK TO MINIMIZE IN TERRUPTION TO THE WORK OF THE ERECTOR. 3. WHERE A TASK IS NOTED TO BE PERFORMED BY BOTH QC AN D QA, IT IS PERMITTED TO COORDINATE THE INSPECTION FUNCTION BETWEEN THE QC I AND QAI SO THAT THE INSPECTION FUNCTIONS ARE PERF ORMED BY ONLY ONE PARTY. WHERE QA RELIES UPON INSP ECTION FUNCTIONS PERFOR MED B Y QC, THE APPROVAL OF THE ENGINEER OF RECORD AND TH E AUTHORITY HAVING JURISDICTION IS REQUIRED. 4. THE FABRICATOR'S QCI SHALL INSPECT THE FABRICATED S TEEL TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE SHOP DRAWINGS, SUC H AS PROPER APPLICATION OF JOINT DETAILS AT EACH CO NNECTION. THE ERECTOR'S QCI SHALL INSPECT THE EREC TED STEEL FRAME TO VERIFY CO MPLIANCE WITH THE DETAILS SHOWN ON THE ERECTION DRA WINGS, SUCH AS BRACES, STIFFENERS, MEMBER LOCATIONS AND PROPER APPLICATION OF JOINT DETAILS A T EACH CONNECTION. 5. THE QAI SHALL BE ON THE PREMISES FOR INSPECTION DUR ING THE PLACEMENT OF ANCHOR RODS AND OTHER EMBEDMEN TS SUPPORTING STRUCTURA L STEEL FOR COMPLIANCE WITH THE CONSTRUCTION DOCUME NTS. AS A MINIMUM, THE DIAMETER, GRADE, TYPE AND LENGTH OF THE ANCHOR ROD OR E MBEDDED ITEM, AND THE EXTENT OR DEPTH OF EMBEDMENT INTO THE CONCRETE, SHALL BE VERIFIED PRIOR TO PLACEMENT OF THE CONCRETE. 6. THE QAI SHALL INSPECT THE FABRICATED STEEL OR ERECT ED STEEL FRAME, AS APPROPRIATE, TO VERIFY COMPLIANC E WITH THE DETAILS SHOW N ON THE CONSTRUCTION DOCUMENTS, SUCH AS BRACES, STIFFENERS, MEMBER LOCATIONS AND PROPER APPLICATION O F JOINT DETAILS AT EACH CONN ECTION. 7. QUALITY ASSURANCE (QA) INSPECTIONS, EXCEPT NONDESTR UCTIVE TESTING (NDT), MAY BE WAIVED WHEN THE WORK IS PERFORMED IN A FABRIC ATING SHOP OR BY AN ERECTOR APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ) TO PERFORM THE WORK WITHOUT QA. NDT OF WELDS COMP LETED IN AN APPROVED FABRICATOR'S SHOP MAY BE PERFO RMED BY THAT FABRICATOR WHEN APPROVED BY THE AHJ. WHEN THE FABRICATOR PERFORMS THE NDT, THE QA AGENCY SHALL REVIEW THE FABRICATOR'S NDT REPORT S. 8. AT COMPLETION OF FABRICATION, THE APPROVED FABRICAT OR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE AHJ STATING THAT THE MA TERIALS SUPPLIED AND WORK PERFORMED BY THE FABRICAT OR ARE IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. AT COMPLETION OF ER ECTIO N, THE APPROVED ERECTOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE AHJ STATING THAT THE MATERIALS SUPPLIED AND WORK PERFORMED BY THE ERECTO R ARE IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS . 9. IDENTIFICATION AND REJECTION OF MATERIAL OR WORKMAN SHIP THAT IS NOT IN CONFORMANCE WITH THE CONSTRUCT ION DOCUMENTS, SHALL BE PERMITTED AT ANY TIME DURING THE PROGRESS OF THE WO RK. HOWEVER, THIS PROVISION SHALL NOT RELIEVE THE OWNER OR THE INSPECTOR OF T HE OBLIGATION FOR TIMELY, IN -SEQUENCE INSPECTIONS. NONCONFORMING MATERIAL AND W ORKMANSHIP SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE FABRICATOR OR ERECTOR, AS APPLICABLE. 10. NONCONFORMING MATERIAL OR WORKMANSHIP SHALL BE BROU GHT INTO CONFORMANCE, OR MADE SUITABLE FOR ITS INTE NDED PURPOSE AS DETERMINED BY THE ENGINEER OF RECORD. 11. CONCURRENT WITH THE SUBMITTAL OF SUCH REPORTS TO TH E AHJ, EOR OR OWNER, THE QA AGENCY SHALL SUBMIT TO THE FABRICATOR AND EREC TOR: (1) NONCONFORMANCE REPORTS (2) REPORTS OF REPAIR, REPLACEMENT OR ACCEPTANCE OF NONCONFORMING ITEMS. 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 520 SHOUP AVENUE IDAHO FALLS, ID 83402 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757 -5700 UNIVERSITY VILLAGECOMMUNITY CENTER5/8/2019 3:19:41 PM C:\Users\zacht\Documents\S-18931 - BYU-I UV Community Center - v.18_zachtPHZZ4.rvtSCHEDULESZ. Thorner zacht@arwengineers.com (801)782-6008 S004 16 59 T. Bischoff 10569 NO. DESCRIPTION DATE TYPE STRENGTH FOR CONCRETE APPLICATIONS (ACI 318 -14) BAR LOCATION CONCRETE #3 BAR SIZE CONCRETE REINFORCING & SPLICE LENGTHS (IN) 2015 IBC CONC. REBAR LAP SPLICE SCHEDULE VERT. WALL BARS, FILL ON METAL DECK NWC 4500 PSI 14 NOTES : 1. MECHANICAL COUPLERS MAY BE USED IN LIEU OF LAP SPLICES SHOWN. SEE STRUCTURAL NOTES FOR MINIMUM COUPLE R CAPACITY. WHERE MECH ANICAL COUPLERS ARE USED, STAGGER ADJACENT SPLICES A MINIMUM OF 24" AS INDICATED ABOVE. 2. DEVELOPMENT LENGTHS SHALL BE INCREASED BY 50% FOR S TRAIGHT BAR DEVELOPMENT AND 20% FOR HOOKED BARS WHE RE EPOXY COATING IS USE D. 3. WHEN SPLICING BARS OF DIFFERENT SIZES, USE LAP SPLICE LENGTH OF LARGER BARS UNO. 4. SPLICE BARS LARGER THAN #11 USING MECHANICAL COUPLE RS. HORIZ. WALL BARS, FOOTING TOP BARS BEAM BOTTOM BARS, COLUMN BARS FOOTING BOTTOM BARS BEAM TOP BARS SLAB ON GRADE NWC 4500 PSI NWC 4500 PSI NWC 4500 PSI NWC 4500 PSI NWC 4500 PSI ℓd ℓs ℓdh 18 7 14 18 7 14 18 7 12 16 7 18 23 7 12 16 7 #4 18 ℓd ℓs ℓdh 23 6 #5 ℓd ℓs ℓdh #6 ℓd ℓs ℓdh #7 ℓd ℓs ℓdh 18 23 6 18 23 9 12 16 6 24 31 9 12 16 6 #8 ℓd ℓs ℓdh #9 ℓd ℓdh #10 ℓd ℓdh #11 ℓd ℓdh 23 30 8 23 30 8 23 30 11 14 18 8 30 39 11 14 18 8 27 35 9 27 35 9 27 35 13 17 22 9 35 46 13 17 22 9 40 52 11 40 52 11 40 52 16 24 31 11 51 66 16 27 35 11 45 59 13 45 59 13 45 59 18 27 35 13 59 77 18 34 44 13 51 14 51 14 51 20 31 14 66 20 44 14 56 16 56 16 56 22 34 16 73 22 56 16 62 25 62 25 62 25 37 25 80 25 62 25 TYPE STRENGTH BAR LOCATION CONCRETE #3 BAR SIZE CONCRETE REINFORCING & SPLICE LENGTHS (IN) VERT. WALL BARS, FILL ON METAL DECK NWC 3000 PSI 17 HORIZ. WALL BARS, FOOTING TOP BARS BEAM BOTTOM BARS, COLUMN BARS FOOTING BOTTOM BARS BEAM TOP BARS SLAB ON GRADE NWC 3000 PSI NWC 3000 PSI NWC 3000 PSI NWC 3000 PSI NWC 3000 PSI ℓd ℓs ℓdh 22 8 #4 22 ℓd ℓs ℓdh 29 8 #5 ℓd ℓs ℓdh #6 ℓd ℓs ℓdh #7 ℓd ℓs ℓdh #8 ℓd ℓs ℓdh #9 ℓd ℓdh #10 ℓd ℓdh #11 ℓd ℓdh 28 36 10 33 43 12 48 62 13 55 72 15 62 17 69 19 76 30 17 22 8 17 22 8 12 16 8 22 29 8 12 16 8 22 29 8 22 29 11 14 18 8 29 38 11 14 18 8 28 36 10 28 36 14 17 22 10 36 47 14 17 22 10 33 43 12 33 43 16 20 26 12 43 56 16 20 26 12 48 62 13 48 62 19 29 38 13 63 82 19 32 42 13 55 72 15 55 72 22 33 43 15 72 94 22 42 55 15 62 17 62 25 37 17 81 25 53 17 69 19 69 27 42 19 90 27 69 19 76 30 76 30 46 30 98 30 76 30 DEVELOPMENT LENGTH ℓd LAP SPLICE LENGTH ℓs FACE OF JOINT OR CRITICAL SECTION FACE OF JOINT OR CRITICAL SECTION ℓdh CLEAR 2' - 0" COUPLER OR WELDED SPLICE HOOK DEVELOPMENT LENGTH COMMENTS COMMENTS W BEAM - SEE PLAN SHEAR PL. - SEE SCHEDULE FACE OF COLUMN / BEAM WEB 'A' SEE SCHED. SHORT -SLOTTED HOLES IN SHEAR PLATE W/ WASHER PER THE STRUCTURAL NOTES Lev3" TYP.LevLeh1/2" 1 1/2" BEAM CONNECTION SCHEDULE 3/16" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 5/16" 5/16" 5/16" PL. 1/4" x 4" PL. 5/16" x 4" PL. 5/16" x 4" PL. 5/16" x 4" PL. 5/16" x 4" PL. 5/16" x 4" PL. 3/8" x 4" PL. 3/8" x 4" PL. 1/2" x 4" PL. 1/2" x 4" PL. 1/2" x 4 1/2" Lev Leh 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 3/4" 1 3/4" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2 1/4" BEAM DEPTH W8 x, W10 x W12 x W14 x 90 & LIGHTER W16 x 77 & LIGHTER W18 x 65 & LIGHTER W21 x 73 & LIGHTER W24 x 94 & LIGHTER W27 x 114 & LIGHTER W30 x 124 & LIGHTER W33 x 130 & LIGHTER W36 x 160 & LIGHTER SHEAR PLATE INFORMATION PL. DIMENSIONS W/ SHORT- SLOTTED HOLES BOLTS W/ STANDARD WASHERS OVER SLOTS No. SIZE WELD 'A'COMMENTS 2 3 3 4 5 6 7 7 8 9 10 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 7/8" Ø 7/8" Ø 1" Ø 1" Ø 1-1/8" Ø WALL SUPPORTING ROOF TRUSSESWALL SUPPORTING ROOF RAFTERS WALL MARK CONNECTION NAILING A.B. @ FOUND. BLKG. TO TOP PL. C DIA.SPA. COMMENTS ROOF SHEAR TRANSFER DETAILS WOOD SHEAR WALL SCHEDULE SW -3 SW -2 SW -1 15/32"3/4" DIA.10d @ 12"o.c.16"o.c.N/A A35 @ 24"o.c.4"o.c.3x 15/32"3/4" DIA.16"o.c.N/A2"o.c.2x 3x 19/32"3/4" DIA.16"o.c.N/A3"o.c.2x 3x ROOF RAFTER DIAPHRAGM BOUNDARY NAILING SEE STRUCTURAL NOTES C B E.N.FULL HEIGHT SOLID BLOCKING SEE 3/S203 ROOF TRUSS SHEAR WALL B C BOTTOM PL. A (SEE NOTE 4) (L)-LAG (ST)- STAGGER NAILING TOP PL. TOGETHER B (NOTE 7) NOM. STUD SIZE (MIN.) NOMINAL BOTTOM PLATE SIZE EDGE NAILING (E.N.) (SEE NOTES 2 & 3) (NOTE 8) PLYWOOD SHEATHING (CDX U.N.O.) NOTES: 1. ALL SHEATHING PANEL EDGES TO BE BLOCKED. USE 3x BLOCKING WHERE 3x STUDS ARE REQUIRED. 2. ALL NAILS TO BE COMMON OR GALVANIZED BOX. 3. FIELD NAILING TO BE SAME NAILS @ 12"o.c. 4. A CONNECTION IS FOR 2ND FLOOR AND ABOVE. 5. AT SHEAR WALLS W/ SHEATHING ON BOTH SIDES, BOTH VERTICAL AND HORIZONTAL JOINTS ON OPPOSITE SIDES OF THE WALL SHALL BE STAGGERED. 6. STAGGER E.N. AT DOUBLE TOP PLATES. 7. 3x NOMINAL FRAMING MEMBERS TO OCCUR AT ABUTTING PANEL EDGES. 2x NOMINAL FRAMING MEMBERS MAY BE USED AT INTERIOR OF PANEL, UNLESS NOTED OTHERWISE IN FLOOR FRAMING NOTES. (2) 2x NAILED TOGETHER W/ (2) 16d NAILS @ 16 "o.c. OR 4x NOMINAL FRAMING MEMBERS OF THE SAME DEP TH AND LUMBER GRADE MAY BE USED IN LIEU OF 3x MEMBER S AT CONTRACTOR OPTION. 8. SHEATHING SHALL BE STAMPED W/ APA STAMP. O.S.B. OF EQUIVALENT THICKNESS, GRADE, AND RATING MAY BE U SED IN LIEU OF PLYWOOD. 9. ALL A.B.TO HAVE MINIMUM 8" EMBEDMENT INTO CONCRE TE. 10. SEE THIS SHEET FOR TYPICAL SHEAR TRANSFER DETAILS. 11. TOP PLATE SPLICE NAILING SHALL APPLY TO EACH SIDE OF THE SPLICE. THE LENGTH OF THE OVERLAP SHALL BE SUFFICIENT TO PREVENT SPLITTING (48" MIN.) DIAPHRAGM BOUNDARY NAILING -SEE STRUCTURAL NOTES FULL HEIGHT SOLID BLOCKING -SEE 3/S203 E.N. TOP PL. SPLICE (28) 16d NAILS (72" SPLICE)2x 10d @ 12"o.c. 10d @ 12"o.c. A35 @ 24"o.c. A35 @ 24"o.c. (28) 16d NAILS (72" SPLICE) (28) 16d NAILS (72" SPLICE)PLYWOOD SHEATHING TO BE ON EACH SIDE OF WALL L 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 520 SHOUP AVENUE IDAHO FALLS, ID 83402 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757 -5700 UNIVERSITY VILLAGECOMMUNITY CENTER5/8/2019 3:19:43 PM C:\Users\zacht\Documents\S-18931 - BYU-I UV Community Center - v.18_zachtPHZZ4.rvtSCHEDULESZ. Thorner zacht@arwengineers.com (801)782-6008 S005 17 59 T. Bischoff 10569 NO. DESCRIPTION DATE HSS8X8X3/16HSS8X8X3/16HSS8X8X3/16HSS8X8X3/16HSS8X8X5/16HSS8X8X5/16HSS8X8X3/16HSS8X8X3/16HSS8X8X3/16HSS8X8X3/16HSS8X8X3/16HSS8X8X5/16HSS8X8X5/16HSS8X8X3/16F5 97' -6" F5 97' -6" F6 97' -6" F6 97' -6" F5 97' -6" F7 97' -6" F6 97' -6" F6 97' -6" F5 97' -6" F7 97' -6" F5 97' -6"HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS6X6X1/4HSS4X4X3/16HSS4X4X3/16HSS4X4X3/16HSS4X4X3/16FC2 97' -6" FC2 97' -6" FC2 97' -6" FC2 97' -6" F5 99' -4" F4 99' -4" F4 99' -4" F5 99' -4" F5 97' -6" F4 97' -6" F4 97' -6" SW-2 14' - 10" SW-1 3' - 6" SW-1 10' - 9" SW-1 10' - 9" SW-1 3' - 6" SW-1 22' - 4" SW-2 9' - 0" SW-2 4' - 3" F7 97' -6" F7 97' -6" 10"10"10"10"HSS5-1/2X5-1/2X3/8 HSS5-1/2X5-1/2X3/8HDU8(3) 2x6HDU8(3) 2x6SW-2 3' - 6"HDU8(3) 2x6HDU8(3) 2x6HDU8(3) 2x6HDU5(2) 2x6HDU5(2) 2x6HDU8(3) 2x6HDU8(3) 2x6HDU8(3) 2x6HDU8(3) 2x6HDU5(2) 2x6HDU5(2) 2x6HDU5(3) 2x6HDU5(2) 2x6HDU5(2) 2x6HDU14(4) 2x6HDU14(4) 2x6HDU11(4) 2x6HDU11(4) 2x6HDU8(3) 2x6HDU5(2) 2x6SW-2 3' - 6" FC2 99' -4" FC2 99' -4"6"6"3 S202 2 S202 S202 8 S202 7 SIM S202 8 OPP 1 S202 1 S202 TYP TYP 4 S202 4 S202 2 S202 SW-1 9' - 0" 5 S202 TYP 2 S202 TYP 3 S202 3 S202 5 S202 TYP S202 6 S202 62 S202 S202 7 5 S202 TYP 5 S202 TYP HSS4X4X3/16HSS4X4X3/16FC3 97' -6" FC3 97' -6"(2) HDU11(5) 2x6(2) HDU11(5) 2x6SW-3 6' - 10"(3) 2x6(3) 2x66 S203 TYP 7 S203 F5 97' -6" F3 97' -6" F3 97' -6" 2 S202 S202 9 S202 9 OPP F4 97' -6" F4 97' -6" F4 97' -6" F4 97' -6" F5 97' -6" F.F.E. = 100'-0" 8" FC4 97' -6" FOOTING & FOUNDATION NOTES : 1. SEE SHEET S001 AND S002 FOR GENERAL STRUCTURAL NOTE S. 2. ALL FOOTINGS SHALL BE PLACED ON SOIL WHICH HAS BEEN PREPARED FOR THE BEARING PRESSURE SHOWN IN THE STRUCTURAL NOTES. 3. VERIFY ALL DIMENSIONS WITH DRAWINGS AND NOTIFY ENGINEER OF ANY DISCREPANCIES FOUND. 4. SEE SHEET S003 FOR FOOTING SCHEDULE. 5. PROVIDE DOWELS IN FOOTINGS / FOUNDATIONS TO MATCH V ERTICAL WALL REINFORCING U.N.O. 6. SEE SHEET S201 FOR TYPICAL FOOTING AND FOUNDATION D ETAILS. 7. ALL EXTERIOR WALL FOOTINGS TO BEAR A MINIMUM DIMENS ION BELOW EXTERIOR GRADE AS NOTED IN GENERAL STRUCTURAL NOTES. 8. FOUNDATION WALLS ARE DESIGNED AND DETAILED FOR THE COMPLETED CONDITION. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTIO N. BACKFILLED WALLS SHALL BE ADEQUATELY BRACED DURING CONSTRUCTION AND BACKFILLING TO PRODUCE PLUMB AND TRUE FINISHED WALLS. 9. ALL ANCHORS, HOLD -DOWNS, ANCHOR BOLTS, DOWELS, EMBEDDED ITEMS, ETC. S HALL BE HELD IN PLACE PRIOR TO AND DURING CONCRETE AND/OR GROUT PLA CEMENT. 10. COORDINATE ALL FOOTING DEPTHS (INTERIOR AND EXTERIO R) WITH DRAINS, CONDUITS, ETC. THAT MAY INTERFERE WITH FOOTINGS. CONCRETE SLAB NOTES : 1. SLAB ON GRADE SHALL BE 4" THICK CONCRETE U.N.O. SL AB SHALL BE UNDERLAIN BY FREE DRAINING MATERIAL AS PRESCRIBED IN THE SOILS REPORT. 2. SEE SHEET S201 FOR CONTROL AND CONSTRUCTION JOINT INFORMATION. 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 520 SHOUP AVENUE IDAHO FALLS, ID 83402 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757 -5700 UNIVERSITY VILLAGECOMMUNITY CENTER5/8/2019 3:19:47 PM C:\Users\zacht\Documents\S-18931 - BYU-I UV Community Center - v.18_zachtPHZZ4.rvtFOOTING ANDFOUNDATIONPLANZ. Thorner zacht@arwengineers.com (801)782-6008 S101 18 59 T. Bischoff 10569 SCALE : 1/8" = 1'-0"S101 AFOOTING & FOUNDATION PLAN NORTH NO. DESCRIPTION DATE S102 B 2x6 OUTLOOKERS @ 24"o.c. (LOW)2x6 OUTLOOKERS @ 24"o.c. (LOW) 2x6 OUTLOOKERS @ 24"o.c. (LOW) 2x6 OUTLOOKERS @ 24"o.c. (HIGH)2x6 OUTLOOKERS @ 24"o.c. (HIGH)2x6 OUTLOOKERS @ 24"o.c. (HIGH)2x6 OUTLOOKERS @ 24"o.c. (HIGH) W24X62 W24X62 W14X22 W14X22 5 1/2" x 13 1/2" GLB5 1/2" x 13 1/2" GLB5 1/2" x 13 1/2" GLB5 1/2" x 13 1/2" GLB 5 1/2" x 13 1/2" GLB5 1/2" x 19 1/2" GLB 5 1/2" x 19 1/2" GLB 5 1/2" x 13 1/2" GLB 5 1/2" x 13 1/2" GLB5 1/2" x 13 1/2" GLB5 1/2" x 13 1/2" GLB5 1/2" x 13 1/2" GLBW14X30 (BROKEN BACK BEAM)@ 24"o.c. PRE-MANUF. TRUSSES OVERBUILD TRUSSES @ 24"o.c.OVERBUILD TRUSSES @ 24"o.c.GIRDER TRUSS GIRDER TRUSS@ 24"o.c.PRE-MANUF. TRUSSESRB -3 RB -2 RB -1 RB-1RB-1RB -1 RB-1RB-1RB-1RB-1RB-1RB-1RB-1RB -2RB-4RB-1RB -1RB-2RB-1RB -1RB-1RB-1RB -1 RB-1RB-2@ 24"o.c.PRE-MANUF. TRUSSESRB-2RB-2RB-4RB -2 6 S204 10 S204 SEE TRUSS NOTE 8 8 S204 9 S204 9 S203 TYP 6 S204 3 S204 TYP 6 S204 SEE TRUSS NOTE 8 12 S203 TYP 4 S204 FULL DEPTH TJI BLOCKING AT 1/3 POINTS 9 S205 10 S205 1 S205 8 S205 11 S204 W14X30 W14X30 LOW 3 S2052 S205 10 S203 2 S205 10 S203 3 S205 2 S205 9 S204 8 S204 TYP 3 S204 TYP SEE TRUSS NOTE 8 6 S204 6 S204 9 S203 TYP 12 S203 TYP LVL GABLE END WALL - SEE ROOF FRAMING NOTE 6RB -2RB-1 PRE-MANUF. TRUSSES @ 24"o.c. SEE TRUSS NOTE 11@ 24"o.c.PRE-MANUF. TRUSSES8 S204 SIM @ 24"o.c.PRE-MANUF. TRUSSES7 S204 7 S204 7 S204 7 S204 7 S204 DOUBLE TRUSSDOUBLE TRUSSDOUBLE TRUSSDOUBLE TRUSS DOUBLE TRUSS DOUBLE TRUSS DOUBLE TRUSS 5 S204 TYP 5 S204 TYP 6 S204 5 S204 TYP 4 S204 11 S205 SEE TRUSS NOTE 8 10 S204 10 S204 10 S204 HIGH 10 S205 RB -1 RB -1 ROOF FRAMING NOTES: 1. FOR ROOF SHEATHING AND NAILING REQUIREMENTS, SEE ST RUCTURAL NOTES ON SHEET S002. 2. SHEAR WALLS ARE INDICATED ON SHEET S101. SEE THE S HEAR WALL SCHEDULE ON SHEET S005. 3. SEE WOOD FRAMING NOTES ON SHEET S002 FOR WALL TOP P LATE CONFIGURATION AND SPLICE REQUIREMENTS. 4. SEE PREMANUFACTURED TRUSS NOTES FOR ADDITIONAL INFO RMATION. 5. UNLESS NOTED OTHERWISE ON DRAWINGS, ALL EXTERIOR AN D INTERIOR BEARING WALLS SHALL BE 2X6 STUDS AT 16”o.c. REFERENCE STRUCTURAL NOTES FOR ADDITIONAL INFO RMATION. 6. LVL GABLE END WALL AS INDICATED ON PLANS SHALL BE 1-3/4”x5 -1/2 ”LVL’S SPACED AS FOLLOWS: FOR WALL HEIGHT UP TO 18 ’-0”, SPACE STUDS AT 16”o.c. FOR WALL HEIGHTS GREATER THAN 18 ’-0 ”UP TO MAX GABLE HEIGHT, SPACE STUDS AT 8”o.c. 7. RB -INDICATES WALL HEADERS. SEE HEADER SCHEDULE ON SHEE T S003. PRE -MANUFACTURED TRUSS NOTES : 1. PRE -MANUFACTURED TRUSSES SHALL BE DESIGNED PER ALL APPLICABLE LOAD COMBINATIONS AND LOAD CONFIGURATIONS AS REQUIRED BY THE GOVERNING CO DE AND THE GENERAL STRUCTURAL NOTES : THE FOLLOWING CRITERIA SHALL BE USED IN DESIGN. SNOW LOAD =PER GENERAL STRUCTURAL NOTES LIVE LOAD =PER GENERAL STRUCTURAL NOTES DEAD LOAD =10 PSF TOP CHORD 5 PSF BOTTOM CHORD WIND LOAD =PER GENERAL STRUCTURAL NOTES SNOW DRIFT =AS DETERMINED BY THE TRUSS MANUFACTURER. CONSIDER BALANCED, UNBALANCED AND DRIFT LOCATIONS 2. ALL TRUSSES SHALL BE DESIGNED FOR A 150 POUND POINT LOAD APPLIED AT ANY LOCATION ALONG THE BOTTOM CHORD. DESIGN ALL TRUSSES FOR WIND UPLIFT PER THE GOVERNING CODE WITH A 8 PSF DEAD LOAD. 3. ALL TRUSS TO TRUSS CONNECTIONS PROVIDED BY TRUSS MA NUFACTURER. JACK TRUSSES SHALL BE ATTACHED TO HIP JACK TRUSSES WITH A METAL CONNECTOR DESIGNED AND DETAILED IN THE TRUSS SHOP DRAWINGS -AT A MINIMUM USE A SIMPSON LS90 @ EA. CONNECTION. 4. TRUSS MANUFACTURER SHALL COORDINATE AND INCLUDE ALL ADD LOADS AS INDICATED ON THE FRAMING PLAN(S). 5. COORDINATE DUCT RUNS AND TRUSS WEB CONFIGURATIONS W ITH MECHANICAL & ARCH. DRAWINGS. DO NOT FIELD MODIFY TRUSSES TO ACCOMMODATE DUCTING AND OTHER MISCELLANEOUS EQUIPMENT WITHOUT WRITTEN DIRECTION FROM THE TRUSS MANUFACTURER OR STRUCTURAL ENGINEER. 6. INSTALL SIMPSON VGT HOLDOWNS WITH 4000# CAPACITY @ EACH GIRDER TRUSS AS SHOWN IN DETAIL 9/S203. TRUSS MANUF. TO VERIFY THAT THIS SIMPSON V GT HOLDOWN MEETS OR EXCEEDS REQUIRED UPLIFT CAPACITIES FOR ALL TRUSSES DESIGNED. TRUSS MANUF. RESPONSIBLE TO NOTIFY EOR IN WRITING WHERE UPLIFT CAPACITIES ARE EXCEEDED. 7. COORDINATE ALLOWABLE TRUSS DEFLECTIONS WITH ARCHITE CT FOR DETAILING OF NON -BEARING STUD WALLS BELOW. 8. WHERE GABLE END TRUSSES OCCUR, TRUSS MANUFACTURER S HALL DESIGN THE GABLE END FACE FOR OUT OF PLANE WIND LOADING OF ± 20 PSF (ASD) APP LIED TO TRUSS FACE. THE TRUSS FACE SHALL BE CAPABLE OF SUPPORTING GRAVITY LOADS FROM A RCHITECTURAL FINISHES. 9. DESIGN DRAG TRUSSES FOR ASD LEVEL DRAG LOADS SHOWN ON THE PLANS, SEE S103. 10. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS FOR REVIEW AS REQUIRED BY THE DEFERRED SUBMITTAL SECTION OF THE GENERAL STRUC TURAL NOTES. 11. SCISSOR TRUSS CONFIGURATION WHERE OCCURS. SEE ARCHITECTURAL DRAWINGS. 12. WOOD TRUSS CONNECTIONS TO SUPPORTING STRUCTURE BELO W SHALL BE VERIFIED BY TRUSS MANUFACTURER FOR ALL LOAD CASES TRUSS APPLIES TO ST RUCTURE. 2x8 @ 16"o.c.HSS8X4X3/86 S205 5 S205 7 S205 4 S205 4 S205 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 520 SHOUP AVENUE IDAHO FALLS, ID 83402 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757 -5700 UNIVERSITY VILLAGECOMMUNITY CENTER5/8/2019 3:19:50 PM C:\Users\zacht\Documents\S-18931 - BYU-I UV Community Center - v.18_zachtPHZZ4.rvtROOF FRAMINGPLANZ. Thorner zacht@arwengineers.com (801)782-6008 S102 19 59 T. Bischoff 10569 SCALE : 1/8" = 1'-0"S102 AROOF FRAMING PLAN SCALE : 3/8" = 1'-0"S102 BENTRY VESTIBULE ROOF NORTH NORTH NO. DESCRIPTION DATE 300 lb/ft 300 lb/ft 300 lb/ft 375 lb/ft 375 lb/ft 375 lb/ft 375 lb/ft 300 lb/ft4' - 0"4' - 0"CMST14 STRAP1 S103 TYP 4' - 0"4' - 0"CMST14 STRAPCMST14 STRAP4' - 0"4' - 0"2 S103 AT WALL 1 S103 AT TRUSS DRAG TRUSS NOTES : 1. TRUSSES AND TRUSS BLOCKING (AS REQUIRED) SHALL BE D ESIGNED FOR THE NOTED SHEARS ON PLANS. LOADS ARE INDICATED AS CONTROLLING WIND LOAD S AT ASD LEVELS. SIMPSON STRAP -SEE PLAN WOOD OUTLOOKER -SEE PLAN 2x4 FLAT BLOCKING @ STRAP LOCATIONS ROOF TRUSS -SEE PLAN TRUSS TOP CHORD / BLOCKING ROOF SHEATHING -SEE STRUCTURAL NOTES NOTE: SEE 10/S204 FOR MORE INFO WOOD OUTLOOKER -SEE PLAN WOOD STUD WALL -SEE PLAN & SCHEDULE 2x FULL HEIGHT BLOCKING 2x4 FLAT BLOCKING @ STRAP LOCATIONS SIMPSON STRAP -SEE PLAN ROOF SHEATHING -SEE STRUCTURAL NOTES WALL SHEATHING -SEE STRUCTURAL NOTES & WOOD SHEAR WALL SCHEDULE E.N. -SEE STRUCTURAL NOTES SIMPSON A35 PER SHEAR WALL SCHEDULE 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 520 SHOUP AVENUE IDAHO FALLS, ID 83402 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757 -5700 UNIVERSITY VILLAGECOMMUNITY CENTER5/8/2019 3:19:52 PM C:\Users\zacht\Documents\S-18931 - BYU-I UV Community Center - v.18_zachtPHZZ4.rvtDRAG TRUSSTRANSFER PLANZ. Thorner zacht@arwengineers.com (801)782-6008 S103 20 59 T. Bischoff 10569 SCALE : 1/8" = 1'-0"S103 ADRAG TRUSS TRANSFER PLAN NORTH NONESCALE :S103 1DETAIL NONESCALE :S103 2DETAIL NO. DESCRIPTION DATE CONTROL JOINTCONSTRUCTION JOINT DIAMOND BLOCKOUT @ COLUMNS CONC. FLOOR SLAB POUR #1 POUR #2 POUR #3 T = SLAB THICKNESS SCALE : NONE CONC. FLOOR SLAB SCALE : NONE PLATE DOWELS @ 24"o.c. OR 1/2"Ø x 18" UNBONDED DOWELS @ 18"o.c. NOTES: 1. JOINTS SHALL OCCUR AT MAIN COLUMN/GRID LINES W/ 10'-0" MAX. SPACING BETWEEN JOINTS @ 4" SLABS; 12'-0" MAX. @ 5" SLABS, & 15'-0" MAX. @ 6" SLABS. 2. SEE PLAN FOR SLAB THICKNESS 'T' AND REINFORCING SIZE AND SPACING. T = SLAB THICKNESS NOTE: THICKENING OF SLAB NOT REQUIRED FOR SLABS WITH T = 6" OR GREATER A B Tt/4SAWN OR FORMED JOINT A B SLAB REINFORCEMENT (WHERE OCCURS) SLAB REINFORCEMENT (WHERE OCCURS) TERMINATE 3" FROM EA. SIDE OF CONSTRUCTION JOINTS 'T'18"18"MIN.6"PLAN VIEW PLAN VIEW PLAN VIEW DEPRESSED SLAB (2) #4 x 4'-0" BARS SHALL BE PLACED IN THE SLAB WHERE CONTROL OR CONSTRUCTION JOINTS DO NOT EXTEND FROM THE CORNERS OF COLUMN BLOCK -OUTS IN SLABS. (2) #4 x 4'-0" BARS SHALL BE PLACED IN THE SLAB WHERE CONTROL OR CONSTRUCTION JOINTS INTERSECT ONE ANOTHER BUT DO NOT CONTINUE PAST THE JOINT. (2) #4 x 4'-0" BARS SHALL BE PLACED IN THE SLAB WHERE CONTROL OR CONSTRUCTION JOINT INTERSECTIONS DO NOT OCCUR AT DEPRESSED SLAB CORNERS.C.J.C.J. PIPING/CONDUIT THRU SLAB OR WALL PIPING/CONDUIT IN SLAB OR WALL MAX 'D' = T/3 OR 2", WHICHEVER IS SMALLER NOTE: WHERE CLEAR DISTANCE BETWEEN SLEEVES IS IMPOSSIBLE, THIS AREA SHALL BE TREATED AS AN OPENING PER REINFORCING AT STRUCTURAL CONCRETE SLAB OPENINGS, SEE TYPICAL DETAIL.THICKNESSSLAB OR WALL(SEE NOTE BELOW) 3D OR 4" MIN. SLEEVE DIAMETER 'D'WALL THICKNESS)'T' (SLAB OR'D'3D 1 1 FOOTING OUTLINE FOOTING REINF. (TOP STEEL WHERE OCCURS) TYP. FOUNDATION REINFORCEMENT (2) #6 DOWELS (@ CONCRETE FOUND. WALLS ONLY) TYP. FOUNDATION REINFORCEMENT T = FOOTING THICKNESS H = FOOTING STEP HEIGHT 30" NOTES : 1. FOUNDATION REINFORCING NOT SHOWN FOR CLARITY. 2. SEE FOOTING SCHEDULE FOR FOOTING WIDTH AND REINFORCING SIZE AND LOCATION. ALL FOOTING REINFORCING REFERENCED IN THE SCHEDULE OR SHOWN IN THE DETAILS MUST RUN CONTINUOUS THROUGH THE FOOTING STEP. 2 x 'H' M IN .'T''T'24" MAX. (U.N.O.)'H'24"24" MIN.PIPE CROSSING FOOTING / FOUNDATION WALL PIPE PARALLEL TO FOOTING CONCRETE OR CMU FOUNDATION WALL (1) #5 x24" ABOVE & BELOW SLEEVE IN FOUNDATION WALLS BOTTOM OF FOOTING THICKEN FOOTING WHERE PIPE IS LESS THAN 24" BELOW BOTTOM OF FOOTING PIPE TO CLEAR SLEEVE BY 1" ALL AROUND NO DIGGING FOR PIPE TRENCH PARALLEL TO FOOTING WITHIN THIS BOUNDARY 1 2 UTILITY TRENCHES BACK FILL & COMPACT PER GEOTECHNICAL REPORT NOTE: TYPICAL FOUNDATION WALL REINF. NOT SHOWN FOR CLARITY. NOTE : FOR OPENINGS LARGER THAN 12" IN ANY DIRECTION -SEE STRUCTURAL NOTE E -6. NOTE : 1. DETAIL IS SIMILAR AT MASONRY FOUNDATION WALLS. 2. SEE TYPICAL DETAIL FOR MULTIPLE WALL PENETRATIONS. NO PIPES ALLOWED TO PASS THROUGH FTGS. OR GRADE BEAMS 4" MIN. 24" MAX.SLEEVE.5"SLEEVE12"12" 18" INTERSECTION CORNER NOTES: 1. ℓs = LAP SPLICE LENGTH -SEE REBAR LAP SCHEDULE. 2. VERTICAL BARS NOT SHOWN. 3. DETAIL IS SIMILAR @ SINGLE CURTAIN OF REINFORCING. 4. THIS DETAIL IS APPLICABLE AT ALL FOOTINGS, FOUNDATION WALLS AND MASONRY WALLS. ℓsℓsℓsℓs ℓsHEADED ANCHOR BOLT THREADED ROD GRADE TOP OF FOUNDATION / PIER / FOOTING NON -SHRINK GROUT - VERIFY THICKNESS BASE PL. THICKNESS - SEE APPROPRIATE SCHED. OR DETAIL 1 THREAD MIN. 3" MIN. CLEAR COLUMN BOLT HEADS / NUT THICKNESS NUT THICKNESS 1" MIN. DOUBLE NUT EMBEDMENT LENGTH - SEE DETAILS FOR MIN. EMBEDMENT LENGTHVERIFY4" MIN.CLEAR OPENING SIZE OF ANGLE BRICK VENEER UP TO 7'-0" 3-1/2" x 3-1/2" x 1/4" 7'-1" TO 9'-0" 5" x 3-1/2" x 1/4" 9'-1" TO 10'-0" 5" x 3-1/2" x 5/16" 10'-1" TO 11'-0" 5" x 3-1/2" x 3/8" 11'-1" TO 12'-0" 6" x 4" x 3/8" STEEL ANGLE PER SCHEDULE (LLV IF UNEQUAL LEGS) NOTE: PROVIDE 1" BEARING FOR EACH FOOT OF SPAN @ EACH END. (MIN. OF 6" BEARING @ EACH END) TYPE SBP -2TYPE SBP -1 TYPE SBP -3 B = 1 1/2" C = 3" MIN. A = 1/2" MIN. A ABBB C BBBBBBCBBB AA (2) PIECES (3) PIECES (4) PIECES (2) ROWS 12d NAILS @ 12"o.c. (2) ROWS 16d NAILS @ 12"o.c. (EACH SIDE STAGGERED) (2) ROWS 1/2" DIA. THRU BOLTS @ 24"o.c.2"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 520 SHOUP AVENUE IDAHO FALLS, ID 83402 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757 -5700 UNIVERSITY VILLAGECOMMUNITY CENTER5/8/2019 3:19:54 PM C:\Users\zacht\Documents\S-18931 - BYU-I UV Community Center - v.18_zachtPHZZ4.rvtDETAILSZ. Thorner zacht@arwengineers.com (801)782-6008 S201 21 59 T. Bischoff 10569 NONESCALE :S201 TYPICAL CONCRETE SLAB JOINTS 1 NONESCALE :S201 2TYPICAL CONTROL JOINT DETAIL NONESCALE :S201 3TYP. PIPING/CONDUIT AT SLAB OR WALL NONESCALE :S201 4TYPICAL STEPPED FOOTING NONESCALE :S201 ALLOWABLE PIPING LOCATIONS @ FOOTING DETAIL 5 NONESCALE :S201 6 TYPICAL HORIZONTAL REINFORCING DETAIL NONESCALE :S201 7 TYPICAL ANCHOR BOLT EMBEDMENT DETAIL NONESCALE :S201 8TYPICAL STEEL LINTEL DETAIL NONESCALE :S201 9TYPICAL BASE PLATE NONESCALE :S201 10HEADER & BEAM MEMBER CONNECTIONS NO. DESCRIPTION DATE COLUMN SIZE BASE PLATE SIZE BASE PLATE SCHEDULE PL 5/8" x 10" x 0'-10"4" SQ 5" SQ PL 3/4" x 14" x 1'-2" PL 3/4" x 13" x 1'-1" SEE BASE PL SCHEDULE FOR PLATE SIZE 1 1/2" NON -SHRINK GROUT STEEL PIPE OR HSS COLUMN (4) 3/4"Ø x REQ'D HEADED A.B. W/ NUT & WASHER W/ 8" MIN. EMBED -SEE TYPICAL DETAIL CONCRETE FOOTING - SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING PL 3/4" x 12" x 1'-0" PL 3/4" x 12" x 1'-0" BLOCKOUT 8"SQ, 10"Ø 7" SQ 6"SQ , 8"Ø CONCRETE SLAB SEE PLAN FOR THICKNESS AND REINF. LEVELING NUT -TYPICAL 1/4" 5/16" REQ'D @ BASE PL'S THICKER THAN 3/4" EXTERIOR WALL FINISH - SEE ARCH WALL SHEATHING SEE ARCHITECT FOR REVEAL WHERE REQ'D. CONCRETE SLAB 2x6 REDWOOD OR PRESSURE TREATED PLATE SEE SHEAR WALL SCHED. OR STRUCT. NOTES FOR ANCHOR SIZE & SPACING CONCRETE FOOTING - SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING. #4 DOWEL @ 24"o.c.24" 12" CONCRETE FOUNDATION WALL - SEE PLAN AND STRUCTURAL NOTES FOR REINFORCING EXTERIOR CONCRETE FLATWORK (WHERE OCCURS) CONCRETE FOUNDATION WALL - SEE PLAN AND STRUCTURAL NOTES FOR REINFORCING INTERIOR SLAB ON GRADE #4 DOWELS @ 24"o.c. STEP CONTINUOUS TOP BARS BELOW RECESS CONCRETE FOOTING - SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 24"12"SEE SHEAR WALL SCHEDULE OR STRUCTURAL NOTES FOR ANCHOR SIZE AND SPACING REDWOOD OR PRESSURE TREATED PLATE STUD WALL CONCRETE FLOOR SLAB WALL SHEATHING - (WHERE OCCURS) CONCRETE FOOTING - SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING PLATE WASHER SEE STRUCTURAL NOTES E.N. -SEE STRUCTURAL NOTES CONCRETE FOUNDATION WALL - SEE PLAN AND STRUCTURAL NOTES FOR SIZE AND REINFORCING HSS COLUMN -SEE PLAN EXTERIOR SLAB ON GRADE (WHERE OCCURS) CONCRETE FOOTING - SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING SEE DETAIL 1/S202 FOR BASE PLATE & ANCHOR BOLT INFO.FOR MIN. COVERSEE STRUCTURAL NOTEST.O. PIER 100'-0" A SECTION A 2' - 6"2' - 6"3/4" DIA. x 6" HSA (ALL 4 SIDES) @ 12"o.c. CONCRETE PIER. REINFORCE W/ (12) #5 VERTICAL BARS & #3 TIES @ 8"o.c. W/ (3) IN TOP 5"1 1/2" TYP1 1/2" TYP1 1/2"1 1/2" 3/16 99'-4" 100'-0" 3/4" BASE PLATE x REQ'D W/ (4) 3/4" DIA. ANCHOR BOLTS W/ 8" EMBED HSS COLUMN -SEE PLAN CONCRETE FOUNDATION WALL - SEE PLAN & STRUCTURAL NOTES FOR SIZE & REINFORCING 1' - 6"1' - 8" TYP WALL REINFORCING TO RUN CONT. THROUGH PIER - SEE STRUCTURAL NOTES 1/2" CONCRETE PIER W/ (12) #5 VERTICAL BARS & #3 TIES @ 8"o.c. W/ (3) IN TOP 5". VERTICAL BARS TO BE DOWELED INTO FOOTING BELOW 2' - 6"5' - 0"SEE ARCHDOWEL VERTICAL BARS INTO FOOTING BELOW, TYP CONCRETE PIER -REINFORCE W/ (18) #5 VERTICAL BARS & #3 TIES @ 8"o.c. W/ (3) IN TOP 5" 5 S202 1/2"1/2"1' - 0"1' - 0" 100'-0" 99'-4" 3/16 3/4" BASE PL. -SEE 9/S201 (4) 3/4" DIA. HEADED ANCHOR BOLTS W/ 8" MIN EMBED, TYP HSS COLUMN -SEE PLAN TYP WALL REINFORCING -SEE STRUCTURAL NOTES CONCRETE PIER -REINFORCE W/ (12) #5 VERTICAL BARS & #3 TIES @ 8"o.c. W/ (3) IN TOP 5". VERTICAL BARS TO BE DOWELLED INTO FOOTING BELOW CONCRETE FOUNDATION WALL -SEE PLAN FOR SIZE 1/2"16"16"1/4 100'-0" 99'-4" HSS COLUMN -SEE PLAN. LOCATE IN WOOD STUD WALL 3/4" BASE PL. W/ (4) 3/4" DIA. HEADED ANCHOR BOLTS W/ 8" MIN EMBED -SEE 9/S201 CONCRETE FOUNDATION WALL -SEE PLAN FOR SIZE CONCRETE PIER -REINFORCE W/ (8) #5 VERTICAL BARS & #3 TIES @ 8"o.c. W/ (3) IN TOP 5". VERTICAL BARS TO BE DOWELED INTO FOOTING BELOW TYP WALL REINFORCING - SEE STRUCTURAL 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 520 SHOUP AVENUE IDAHO FALLS, ID 83402 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757 -5700 UNIVERSITY VILLAGECOMMUNITY CENTER5/8/2019 3:19:56 PM C:\Users\zacht\Documents\S-18931 - BYU-I UV Community Center - v.18_zachtPHZZ4.rvtDETAILSZ. Thorner zacht@arwengineers.com (801)782-6008 S202 22 59 T. Bischoff 10569 NONESCALE :S202 1COLUMN TO SPOT FOOTING NONESCALE :S202 2FOOTING SECTION @ TIMBER WALL DETAIL NONESCALE :S202 3CONCRETE FOUNDATION @ OPENING NONESCALE :S202 4STUD WALL ON THICKENED SLAB NONESCALE :S202 5CONCRETE PIER NONESCALE :S202 6DETAIL NONESCALE :S202 7DETAIL NONESCALE :S202 8DETAIL NONESCALE :S202 9DETAIL NO. DESCRIPTION DATE OPENING SIZE KING STUDS TRIMMER STUDS DOUBLE 2x WALL TOP PL - SEE ROOF FRAMING NOTES CRIPPLE STUDS - WHERE OCCURS HEADER BEAM - SEE PLAN TRIMMER STUDS - SEE SCHEDULE KING STUDS - SEE SCHEDULE SIMPSON ACE POST CAP -TYP EA SIDE UP TO 6'-0" 6'-1" TO 10'-0" (2) 2x6 (3) 2x6(2) 2x6 (2) 2x6 10'-1" TO 13'-0"(3) 2x6(3) 2x6 NOTE: AT LVL STUD WALL, FOLLOW SAME SCHEDULE AS INDICATED FOR 2x6 STUD WALL HEADED ANCHOR BOLTS - SEE SCHED. FOR SIZE & SPACING EDGE POST -SEE PLAN PLYWOOD SHEATHING - LAY LONG EDGE HORIZ. - SEE SCHED. FOR SIZE HOLDWN -SEE SCHED. EDGE POST -SEE PLAN BLOCKING REQ'D AT PANEL EDGES (USE 3x BLOCKING IN WALL TYPES REQUIRING 3x STUDS AT PANEL EDGES) PLATE WASHER 1/4" x 3" x 0'-3" (TYP.) SIMPSON HOLDOWN ANCHOR -SEE DETAIL 8/203 SOLID WOOD BLOCKING TYP. BETWEEN RAFTERS & TRUSSES ALL BEARING & SHEAR WALLS NOTCH WHERE REQ'D FOR VENTILATION -SEE 3/S203 3X STUD WALL FRAMING AND 3x BOTTOM PL. WHERE REQ'D -SEE SCHEDULE BLOCKING TO TOP PL. ATTACHMENT "C" -SEE SCHEDULE PANEL EDGE NAIL SPACING FIELD NAIL SPACING 2x OR 3x STUD WALL FRAMING -SEE SCHED. WALL TOP PL. SOLID 2x BLOCKING BETWEEN TRUSSES AND RAFTERS. NOTCH CORNERS AS SHOWN WHERE REQ'D FOR VENTILATION PLYWOOD ROOF SHEATHING SEE STRUCTURAL NOTES FOR SIZE & ATTACHMENT ROOF TRUSS OR RAFTER -SEE PLAN BLOCKING TO TOP PL. ATTACHMENT -SEE SCHEDULE NOTE: FOR DEPTHS GREATER THAN 11 -1/4" USE SOLID LSL BLOCKING BETWEEN RAFTERS. MAX. OPENING 4'-0" x 4'-0" DOUBLE JOIST " U " JOIST HANGER -TYP. DOUBLE HEADER JOIST DOUBLE JOIST EDGE NAILING ALL AROUND OPENING STUDS -SEE SHEAR WALL SCHEDULE & FRAMING NOTES SEE SHEAR WALL SCHED. FOR BOLTED ATTACHMENT TO FOUNDATION -PROVIDE 1/4" x 3" x 0'-3" PL. WASHERS TYPICAL @ EACH ANCHOR BOLT SILL PLATE CONCRETE FOOTING OR FOUNDATION WALL - SEE PLAN FOR SIZE SIMPSON HOLDOWN ANCHOR W/ ANCHOR BOLT PER PLAN & DETAIL 8/S203 BOUNDARY POST PER PLAN APA RATED SHEATHING @ ALL SHEAR WALLS - SEE SCHEDULE FOR PANEL NAILING 2x BLOCKING TYP. @ ALL PANEL EDGES INSTALL 3x BLOCKING WHERE 3x STUDS ARE REQ'D -SEE SCHEDULE NOTE: SEE DETAIL 7/S203 FOR DOUBLE HOLDOWN INFORMATION CORNER / END WALL INSTALLATION SECTION A CONTINUOUS WALL INSTALLATION ANCHORHOLDOWN SIZE SIZE MIN. EMBEDMENT DEPTH "Le" LOCATE APPROX. 45 DEG. HDU2 HDU4 SSTB16 SSTB20 12-5/8" 16-5/8" HDU5 HDU8 SSTB24 20-5/8" SSTB28 24-7/8" PLACE SSTB ANCHOR DIAGONAL IN CORNER @ END WALL APPLICATION 5" MIN.1-3/4" MIN. A'Le'HDU11 PAB8 SEE SECTION B HDU14 PAB8 SEE SECTION B 7 1/2"SECTION B PAB8 ANCHOR CONCRETE FOOTING - SEE PLAN ROOF SHEATHING SEE STRUCTURAL NOTES TOP CHORD OF TRUSSES OVERBUILD TRUSS SIMPSON A35 EACH RAFTER SHAPED 2x12 PLATE CONTINUOUS ROOF SHEATHING SEE STRUCTURAL NOTES B.N. (2) 16d NAILS PER TRUSS TOP CHORD 12" SEE ARCH.ROOF SHEATHING -SEE STRUCTURAL NOTES FOR SIZE & TYPICAL ATTACHMENT SIMPSON A -35 @ 24"o.c. DIAPHRAGM BOUNDARY NAILING FULL HEIGHT SOLID 2x OR LSL BLOCKING TYP. BETWEEN TRUSSES EDGE NAILING WALL SHEATHING SEE STRUCTURAL NOTES & SHEAR WALL SCHEDULE FOR SIZE & TYPICAL ATTACHMENT PRE -MANUFACTURED TRUSS -SEE PLAN SIMPSON H2.5A @ EACH TRUSS, TYP WOOD SHEAR WALL DIAPHRAGM BOUNDARY NAILING ROOF SHEATHING -SEE STRUCTURAL NOTES FOR SIZE & TYPICAL ATTACHMENT PRE -MANUFACTURED TRUSS BLOCKING TYPICAL BETWEEN TRUSSES -SEE DETAIL 1/S204 FOR MORE INFO EDGE NAILING WALL SHEATHING -SEE STRUCTURAL NOTES & SHEAR WALL SCHEDULE FOR SIZE & TYPICAL ATTACHMENT 12" SEE ARCH PRE -MANUFACTURED TRUSS -SEE PLAN SIMPSON A35 @ 24"o.c. SIMPSON H10 @ EACH TRUSS WOOD SHEAR WALL NOTE: WHERE DEPTH IS SHALLOW ENOUGH FOR SOLID 2x, SEE DETAIL 11/S203 @ ROOF B.N. = BOUNDARY NAILING F.N. = FIELD NAILING E.N. = EDGE NAILING 4'-0" x 8'-0" TYPICAL SHEATHING EDGE SHEATHING JOINTS TO BE CENTERED ON JOISTS. EDGE OF ROOF1/8" PANEL GAP ( TYPICAL ) BLOCKING ABOVE WALL BELOW WHERE OCCURS E.N. -TYPICAL B.N. -TYPICAL FN TYP SUPPORT UNBLOCKED PANEL EDGES WITH SIMPSON PSCL PANEL CLIPS - TYP. BETWEEN TRUSSES AT MIDSPAN OF SHEATHING STAGGER JOINTS @ 4'-0"o.c. BOUNDARY POST - SEE PLAN DOUBLE STUDS SIMPSON HOLDOWN ANCHOR -SEE PLAN & 8/S203 CONCRETE FOUNDATION WALL -SEE STRUCTURAL NOTES B.N. HOLDOWN ANCHOR ROD SEE 8/S203 NOTE: USE SIMPSON COUPLER NUT AND THREAD ROD EXTENSION AS REQ'D SILL PLATE SEE SHEAR WALL SCHEDULE. FOR BOLTED ATTACHMENT TO FOUNDATION - PROVIDE 1/4" x 3" x 0'-3" PLATE. WASHERS TYP. @ EACH ANCHOR BOLT GIRDER TRUSS PER TRUSS MANUF. -SEE PLAN SIMPSON VGT DOUBLE TOP PLATE WOOD STUD WALL -SEE PLAN & SCHEDULESIMPSON HDU4 TRIPLE STUDS -SEE PLAN 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 520 SHOUP AVENUE IDAHO FALLS, ID 83402 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757 -5700 UNIVERSITY VILLAGECOMMUNITY CENTER5/8/2019 3:19:58 PM C:\Users\zacht\Documents\S-18931 - BYU-I UV Community Center - v.18_zachtPHZZ4.rvtDETAILSZ. Thorner zacht@arwengineers.com (801)782-6008 S203 23 59 T. Bischoff 10569 NONESCALE :S203 1DETAIL NONESCALE :S203 2DETAIL NONESCALE :S203 3DETAIL NONESCALE :S203 4DETAIL LNONESCALE :S203 6TYP. HOLD DOWN DETAILTYP. HOLD DOWN DETAIL LNONESCALE :S203 8HOLDOWN EMBED SCHEDULEHOLDOWN EMBED SCHEDULE NONESCALE :S203 10DETAIL NONESCALE :S203 11DETAIL NONESCALE :S203 12DETAIL NONESCALE :S203 5 TYPICAL SHEATHING LAYOUT (UNBLOCKED DIAPHRAGM)LNONESCALE :S203 7DOUBLE HOLDOWN DETAILDOUBLE HOLDOWN DETAIL NONESCALE :S203 9DETAIL NO. DESCRIPTION DATE ALTERNATE BLOCKING PANEL PREMANUFACTURED TRUSS BLOCKING PANEL SEE PLAN 2x4 FLAT TYPICAL (4) SIDES HALF LAP JOINT TYPICAL (4) PLACES 15/32 CDX PLYWOOD ATTACH W/ 10d NAILS @ 2 -1/2"o.c. 10d NAILS @ 4"o.c., TYP. TRUSS TO TRUSS WALL PARALLEL TO TRUSSES WALL PERPENDICULAR TO TRUSSES (2) 8d EACH SIDE 2x8 TOP PLATE 2x4 FLAT @ 48"o.c. DO NOT NAIL TO TRUSS 16d @ 12" O.C. STC @ 48"o.c. STAGGERED ON OPPOSITE SIDES 2x4 FLAT BLOCKING AS REQUIRED 1" CLEARPL. 1/4" x 10" x 1'-0" EACH SIDE W/ (4) 3/4" DIA. THRU BOLTS HSS COLUMN -SEE PL.AN PL. 1/2" X 12" x BEAM WIDTH + 1 1/8" HSS COLUMN SEE PL.AN PL. 1/2" x 6" x BEAM WIDTH + 1 1/8" GLU -LAM OR LVL BEAM -SEE PLAN GLU -LAM OR LVL BEAM -SEE PL.AN FABRICATOR NOTE: PROVIDE BEAM WIDTH + 1/8" CLEARANCE BETWEEN SIDE PL.'S 1/4 1/4 TYP. 2"4"4"2"4"4"2"GLU -LAM OR LVL BEAM -SEE PL.AN 1/4 PL. 1/4" x 6" x 0'-10" EACH SIDE W/ (2) 3/4" DIA. THRU BOLTS 2"4"4"2"4"NOTE: SEE ARCH. FOR SOFFIT AND FACIA DETAILS OUTLOOKER - SEE PLAN EDGE NAILING WALL SHEATHING -SEE STRUCTURAL NOTES AND SHEAR WALL SCHEDULE FOR SIZE AND TYPICAL ATTACHMENT DIAPHRAGM BOUNDARY NAILING SIMPSON LUS FACE MOUNT HANGER SIMPSON H2.5A UPLIFT ANCHOR 2 -PLY PRE -MANUFACTURED ROOF TRUSS -SEE PLAN ROOF SHEATHING -SEE STRUCTURAL NOTES FOR SIZE AND TYPICAL ATTACHMENT SIMPSON A -35 @ 24"o.c. L 2L SIMPSON 'JB' HANGER @ END OF KNEE BRACE BLOCKING (6) 16d NAILS MIN. (3) PER SIDE MIN. 2x8 BLOCKING @ KNEE BRACE LOCATION 2x6 BLOCKING BTWN TRUSSES -BLOCK (3) TRUSS SPACES MIN. 2x6 KNEE BRACE @ 4'-0"o.c. SIMPSON A35 PER BRACE (2) 16d NAILS 2x4 x CONT. -INSTALL @ (3) EQUAL SPACES ALONG BRACE SIMPSON LUS FACE MOUNT HANGER SACRIFICIAL TOP CHORD TO MATCH DEPTH OF OUTLOOKERS -CONTRACTOR TO NOTCH AS REQ'D. AT OUTLOOKERS DBL. TRUSS PER PLAN SIMPSON H10 -INSTALL UPSIDE DOWN ROOF SHEATHING - SEE STRUCT NOTES B.N. E.N. OUTLOOKERS PER PLAN SIMPSON LTP4 @ EVERY OTHER SPACE TRUSS TOP CHORD PRE -MANUFACTURED TRUSSES -SEE PLAN PLYWOOD SHEATHING - SEE SHEAR WALL SCHEDULE 40° - 45°S204 3 GLULAM BEAM (WHERE OCCURS) -SEE PLAN GLULAM BEAM -SEE PLAN SIMPSON EPCZ POST CAP, SIZED FOR GLULAM BEAM & POST SIZE (3) 2x6 BUILT UP COLUMN, TYP AT BEAM BEARING DOUBLE BUILT -UP KING STUDS GLULAM BEAM -SEE PLAN SIMPSON MGU5.62 -SDS FACE MOUNT HANGER 2x6 KNEE BRACE @ 4'-0"o.c. (2) 16d NAILS 2x4 x CONT. -INSTALL @ (3) EQUAL SPACES ALONG BRACE SIMPSON H10 -INSTALL UPSIDE DOWN ROOF SHEATHING - SEE STRUCTURAL NOTES B.N. -SEE STRUCTURAL NOTES TRUSS TOP CHORD PRE -MANUFACTURED TRUSSES -SEE PLAN PLYWOOD SHEATHING - SEE SHEAR WALL SCHEDULE SIMPSON A35 @ EACH BRACE 16d NAILS @ 3'-0"o.c.40° - 45°E.N. -SEE STRUCTURAL NOTES SIMPSON H10 @ EACH BRACE SEE DETAIL 6/S204 FOR BRACE CONTINUATION & CONNECTION @ ROOF 2x6 KNEE BRACE @ 4'-0"o.c. (2) 16d NAILS 2x4 x CONT. -INSTALL @ (3) EQUAL SPACES ALONG BRACE SIMPSON H10 -INSTALL UPSIDE DOWN ROOF SHEATHING - SEE STRUCTURAL NOTES B.N. -SEE STRUCTURAL NOTES PRE -MANUFACTURED TRUSSES -SEE PLAN PLYWOOD SHEATHING - SEE SHEAR WALL SCHEDULE SEE DETAIL 6/S204 FOR BRACE CONTINUATION & CONNECTION @ ROOF SIMPSON LUS FACE MOUNT HANGER SACRIFICIAL TOP CHORD TO MATCH DEPTH OF OUTLOOKERS -CONTRACTOR TO NOTCH AS REQ'D. AT OUTLOOKERS E.N. OUTLOOKERS PER PLAN SIMPSON LTP4 @ EVERY OTHER SPACE TRUSS TOP CHORD NOTE: SEE DETAIL 6/S204 FOR ALL OTHER INFO DOUBLE TRUSS - SEE PLAN SIMPSON H2.5A @ EACH TRUSS, TYP GLULAM BEAM -SEE PLAN PRE -MANUF. TRUSS -SEE PLAN PRE -MANUF. TRUSS -SEE PLAN NO TJI ATTACHMENT TO TRUSS ROOF SHEATHING -SEE STRUCTURAL NOTES B.N. -SEE STRUCTURAL NOTES PLYWOOD STIFFENER PLATE, TYP EACH SIDE FULL HEIGHT LSL BLOCKING BETWEEN JOISTS SIMPSON H2.5A @ EACH JOIST E.N. -SEE STRUCTURAL NOTES WALL SHEATHING -SEE STRUCTURAL NOTES & WOOD SHEAR WALL SCHEDULE WOOD STUD WALL -SEE PLAN & SCHEDULE SIMPSON A35 @ 24"o.c. TJI JOIST -SEE PLAN 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 520 SHOUP AVENUE IDAHO FALLS, ID 83402 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757 -5700 UNIVERSITY VILLAGECOMMUNITY CENTER5/8/2019 3:19:59 PM C:\Users\zacht\Documents\S-18931 - BYU-I UV Community Center - v.18_zachtPHZZ4.rvtDETAILSZ. Thorner zacht@arwengineers.com (801)782-6008 S204 24 59 T. Bischoff 10569 LNONESCALE :S204 1TRUSS BLOCKING PANELSTRUSS BLOCKING PANELS NONESCALE :S204 2TYPICAL NON-BEARING WALL NONESCALE :S204 3DETAIL NONESCALE :S204 4DETAIL NONESCALE :S204 TRUSS RAKE DETAIL 6 NONESCALE :S204 8DETAIL NONESCALE :S204 9DETAIL NONESCALE :S204 7TRUSS RAKE DETAIL NONESCALE :S204 10TRUSS RAKE DETAIL NONESCALE :S204 5DETAIL NONESCALE :S204 11DETAIL NO. DESCRIPTION DATE HSS COLUMN -SEE PLANHSS COLUMN -SEE PLAN STEEL BEAM W/ FLANGE WIDTH Bf & FLANGE THICKNESS Tf HSS COLUMN -SEE PLAN (WHERE OCCURS) STEEL BEAM W/ FLANGE WIDTH Bf & FLANGE THICKNESS Tf BASE PL. W/ (2) 3/4" Ø BOLTS THICKNESS = Tf OR 1/2" MIN. WIDTH = Bf OR (COL. WIDTH + 1" MIN.) LENGTH = A + 3" (WHERE OCCURS) AT HSS COLUMN ABOVE USE (4) STIFFENER PLATES THICKNESS = Tf/2 OR 3/8" MIN. (2) STIFFENER PLATE TYP. WHERE COLUMN ABOVE DOES NOT EXIST THICKNESS = Tf/2 OR 3/8" MIN. 'A' 1/4" TYP. 'B''B' 'A' 1 1/2"1 1/2"1/2"1 1/2"1 1/2" CAP PL. W/ (2) 3/4" Ø BOLTS THICKNESS = Tf OR 1/2" MIN. WIDTH = Bf OR (COL. WIDTH + 1" MIN.) LENGTH = B + 3 1/2"CAP PL. W/ (4) 3/4" Ø BOLTS THICKNESS = Tf OR 1/2" MIN. WIDTH = Bf OR (COL. WIDTH + 1" MIN.) LENGTH = B + 6" BASE PL. W/ (4) 3/4" Ø BOLTS THICKNESS = Tf OR 1/2" MIN. WIDTH = Bf OR (COL. WIDTH + 1" MIN.) LENGTH = A + 6" (WHERE OCCURS) HSS COLUMN -SEE PLAN (WHERE OCCURS) TYPICAL CONDITION WHEN BEAM EXTENDS BEYOND COLUMN TYPICAL CONDITION WHEN BEAM DOES NOT EXTEND BEYOND COLUMN W BEAM -SEE PLAN SEE TYP SCHEDULE FOR BEAM CONNECTION ON S005 HSS COLUMN -SEE PLAN 3/16" CAP PLATE ROOF TRUSS -SEE PLAN DOUBLE 2x OR SINGLE 3x NAILER PLATE. ATTACH TO W BEAM W/ 1/2" DIA. THRU BOLTS @ 24"o.c. STAGGERED. RIP TO MATCH BEAM FLANGE WIDTH W BEAM -SEE PLAN SIMPSON H2.5A @ EACH TRUSS, TYP 2x JOIST -SEE PLAN PLYWOOD SHEATHING SEE STRUCTURAL NOTES WOOD STUD WALL -SEE PLAN WALL SHEATHING -SEE STRUCTURAL NOTES AND SHEAR WALL SCHEDULE FOR SIZE AND ATTACHMENT SHEAR WALL EDGE NAILING FULL HEIGHT 2x OR LSL RIM x CONT. DIAPHRAGM EDGE NAILING SIMPSON A -35 @ 24"o.c. DOUBLE 2x OR SINGLE 3x NAILER PLATE. ATTACH TO HSS BEAM W/ 1/2" DIA. WELDED STUDS @ 24"o.c. STAGGERED. RIP TO MATCH BEAM WIDTH HSS BEAM -SEE PLAN DIAPHRAGM B.N. -SEE STRUCTURAL NOTES ROOF SHEATHING -SEE STRUCTURAL NOTES 1/4 HSS BEAM -SEE PLAN 3/16" CAP PLATE HSS COLUMN -SEE PLAN ROOF SHEATHING -SEE STRUCTURAL NOTES B.N. -SEE STRUCTURAL NOTES E.N. -SEE STRUCTURAL NOTES VESTIBULE ROOF JOIST - SEE PLAN 2x6 BLOCKING BETWEEN STUDS LVL WOOD STUD WALL - SEE PLAN DIAPHRAGM BOUNDARY NAILING DOUBLE 2x OR SINGLE 3x NAILER PLATE. x CONT. - ATTACH TO W BEAM W/ 1/2"Ø THRU BOLTS @24"o.c. STAGGERED -RIP TO MATCH BEAM FLANGE WIDTH PLYWOOD WEB STIFFENER EACH SIDE OF TJI TJI JOIST -SEE PLAN SIMPSON TOP FLANGE HANGER - MIN CAPACITY = 1500# W BEAM -SEE PLAN SHEATHING -SEE STRUCTURAL NOTES CJP W BEAM -SEE PLAN 1/4 TYP WELD @ BOTTOM, TOE, & 1/2" RETURN ON TOP L3 x 5 x 5/16 x 0'-10" EACH SIDE W/ (3) 3/4" DIA. BOLTS W BEAM -SEE PLAN A SECTION A 2 1/4"2 1/4"1/2" TJI JOIST -SEE PLAN TOP FLANGE HANGER W/ 1500# MIN CAPACITY. (4) 10d NAILS INTO JOIST 2x12 LEDGER, ATTACH TO EACH STUD (16"o.c. MAX) W/ (6) 3/8" DIA. x 5" LAG SCREWS. ATTACH TO BLOCKING W/ (2) ROWS OF 16d NAILS @ 6"o.c. PRE -DRILL AS REQ'D TO PREVENT SPLITTING ROOF SHEATHING -SEE STRUCTURAL NOTES B.N. -SEE STRUCTURAL NOTES WALL SHEATHING -SEE STRUCTURAL NOTES & WOOD SHEAR WALL SCHEDULE LVL WOOD STUD WALL -SEE PLAN 2x6 BLOCKING 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 520 SHOUP AVENUE IDAHO FALLS, ID 83402 CONTACT: GRAHAM WHIPPLE graham@resinarchitecture.com (208)-757 -5700 UNIVERSITY VILLAGECOMMUNITY CENTER5/8/2019 3:20:01 PM C:\Users\zacht\Documents\S-18931 - BYU-I UV Community Center - v.18_zachtPHZZ4.rvtDETAILSZ. Thorner zacht@arwengineers.com (801)782-6008 S205 25 59 T. Bischoff 10569 NONESCALE :S205 TYPICAL CAP PL. / BASE PL. @ FRAMING CONNECTIONS 1 NONESCALE :S205 2DETAIL NONESCALE :S205 3DETAIL NONESCALE :S205 4DETAIL NONESCALE :S205 5DETAIL NONESCALE :S205 6DETAIL NONESCALE :S205 7DETAIL NONESCALE :S205 8TJI PERPENDICULAR TO W BEAM NONESCALE :S205 9DETAIL NONESCALE :S205 10DETAIL NONESCALE :S205 11DETAIL 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' - 11"4' - 0"3' - 0"6' - 5"8' - 4"6' - 5"3' - 0"4' - 0"1' - 11"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' - 11 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 7 A AE401 8 A 2 AE402 B A D C B A AE402 F E AE402 2A A 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 3A B 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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:00:32 PMFLOOR PLANCHAD 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' - 11"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' - 10"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' - 11"15' - 7"4' - 1 1/2"6' - 2"9' - 2 1/2"5' - 2" 7' - 0"17' - 8" 2' - 0"19' - 5"9' - 11"9' - 6"24' - 8"9' - 11"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' - 11 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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:00:34 PMFLOOR PLAN -INTERIORDIMENSIONSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE101 27 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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:00:36 PMFLOOR FINISHSCHEDULE &FINISH FLOORPLANCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE141 28 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' - 11"5' - 5"2' - 11"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' - 10"4' - 10"4' - 10"4' - 10"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 EQEQEQ EQ EQ EQ EQ EQ EQEQ3' - 6"5' - 2"EQEQ4' - 0"5' - 3"4' - 0" 3' - 5 1/2" EQ EQ 3' - 0"6' - 1"3' - 0"EQ EQ EQEQ7' - 7 1/2"6' - 6"11' - 3"7' - 0" EQ EQ 2' - 10"6' - 6"2' - 10"2' - 10"4' - 5 1/2"2' - 10 1/2"EQEQEQEQ3' - 6"5' - 3"3' - 6"EQEQEQ 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 EQEQ4' - 11 1/2"8' - 2"4' - 11 1/2" 4' - 6"7' - 4"7' - 4"7' - 4"4' - 6"EQEQ4' - 0"2' - 6"2' - 6"5' - 6"4' - 1 1/2"3' - 0"EQ EQ 2' - 10"5' - 8 1/2"2' - 10"3' - 10"3' - 7"3' - 10"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"EQEQ4' - 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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:00:51 PMREFLECTEDCEILING PLANCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE151 29 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 RIDGERIDGERIDGEVALLEYVALLEYVALLEYVALLEY4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"RIDGERIDGERIDGERIDGE9' - 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' - 11 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"133' - 6"117' - 8"133' - 6"SLOPESLOPESLOPESLOPESLOPE SLOPE SLOPE SLOPE SLOPESLOPE4' - 0"4' - 0"SLOPE SLOPE 3' - 0" 4' - 0"4' - 0"4' - 0"4' - 0"SLOPESLOPE3 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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:00:51 PMROOF PLANCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE161 30 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 CHANNEL10"10"22 GAUGE PERFORATED METAL SOFFIT VAPOR BARRIER 5/8" GYPSUM BOARD2' - 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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:00:52 PMROOF DETAILSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE162 31 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" CRIMP12" 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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:00:52 PMROOF DETAILSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE163 32 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 CATWALKCATWALK 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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:00:53 PMATTIC PLANCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE164 33 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 TYP.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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:00:55 PMEXTERIORELEVATIONSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE201 34 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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:00:58 PMEXTERIORELEVATIONSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE202 35 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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:01:05 PMBUILDINGSECTIONSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE301 36 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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:01:10 PMBUILDINGSECTIONSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE302 37 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 AE6017"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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:01:11 PMWALL SECTIONSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE310 38 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 AIRSPACE SOUND 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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:01:11 PMWALL SECTIONSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE311 39 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' - 11 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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:01:12 PMWALL SECTIONSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE312 40 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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:01:14 PMENLARGEDPLANS &INTERIORELEVATIONSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE401 41 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' - 10 1/2"2 AE301 1' - 5 1/2"1' - 0"3' - 0"3' - 0"1' - 9"2' - 6"2' - 0"2' - 10 1/2"2' - 6"1' - 6"3 7/8" 3' - 4" 3 7/8"6' - 11 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' - 11 1/2"AE402 2A A 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' - 10 1/2"3' - 0"3' - 0"4' - 2"2' - 10 1/2"2' - 1 1/8"3' - 0"2' - 10 1/2"9' - 0" 12' - 0" 2C AE402 8' - 7 5/8"2' - 11 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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:01:17 PMENLARGEDPLANS &INTERIORELEVATIONSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE402 42 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 VARIES4"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' - 10"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' - 11 3/4"4"2' - 6"4c AE501 STEEL ANGLE 5' - 4" 8"1' - 6"1' - 0"1' - 6"8"2' - 10"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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:01:18 PMDETAILSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE501 43 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 AE5027' - 2"2"3' - 8"2"3' - 3 1/2"1 1/2"3 1/2"1 1/2"2' - 11 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' - 10"1' - 8 1/2"2" 1' - 1 3/4" 2"2' - 0 1/4"2" FLOOR PLAN 100' - 0" FOUNDATION 97' - 6"EQEQ3' - 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 RISERS @ 6 1/8" EA. = 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 / GUARDRAIL8"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 5/13/2019 3:01:19 PMDETAILSUNIVERSITY VILLAGEDyer 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 44 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 COMMUNITY CENTERPayne 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' - 10"8' - 4"A.F.F.3' - 0"6' - 10"9' - 5 3/8"1' - 6"2' - 6" 4' - 0" 4' - 0"8' - 0" A FINISHED FLOOR8' - 4"A.F.F.1' - 6"6' - 10"A.F.F.3' - 0"8' - 0" FINISHED FLOOR2' - 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 I3' - 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 LExterior WindowsInterior Windows13' - 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"(TYPICAL)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 SPACE1 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 TIES3"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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:01:20 PMWINDOWSCHEDULECHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE601 45 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 FLOOR7' - 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' - 10"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-W all-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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:01:21 PMWINDOW & DOORSCHEDULESCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE602 46 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" 10 THRESHOLD @ 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 INSULATION9 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 UNIVERSITY VILLAGECOMMUNITY CENTER5/13/2019 3:01:21 PMDOORSCHEDULECHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE603 47 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 CIRCUITING & GENERAL SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOLDESCRIPTIONKEYED NOTE REFERENCE1BRANCH CIRCUIT HOME-RUN TO PANEL INDICATEDA-1,3,53/4"C.-6#12,1#12GQTY & SIZE OF EQUIPMENT GROUND CONDUCTORQTY & SIZE OF NEUTRAL AND PHASE CONDUCTOR(S)SIZE OF CONDUITA-1,3,53/4"C.-6#12,1#12GPANEL AND CIRCUIT DESIGNATIONSEQUIPMENT GROUNDING CONDUCTORTICK MARKSNEUTRAL CONDUCTOR(S)PHASE AND/OR SWITCH-LEG CONDUCTOR(S)BRANCH CIRCUIT/FEEDER CONCEALED IN CEILING OR WALLBRANCH CIRCUIT/FEEDER CONCEALED UNDERGROUND OR FLOORNEW EQUIPMENT, DEVICES, ETC.EXISTING EQUIPMENT, DEVICES, ETC. DEMOLITION EQUIPMENT, DEVICES, ETC. DETAIL # / SHEET REFERENCE1 / ES101*25,000ACALCULATED AVAILABLE FAULT CURRENT AT EQUIPMENT(SEE POWER RISER)FIRE ALARM SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOL DESCRIPTIONDETECTOR SUBSCRIPTSP PHOTOCELECTRIC SMOKE DETECTORD DUCT SMOKE DETECTORID IN-DUCT SMOKE DETECTORH HEAT DETECTORM MULTI-STATION SMOKE DETECTOR (120V W/BATTERY BACKUP)FIRE ALARM CONTROL & VOICE EVAC. PANEL (WALL MOUNTED, TOP AT 6'-0' AFF)FFACP/VEPNOTIFICATION DEVICE EXTENDER PANEL. PROVIDE QTY AS REQUIRED BASED ON DEVICE VOLTAGE DROP CALC'S PER NFPA 72 REQUIREMENTS. (WALL MOUNTED, TOP AT 5'-0' AFF)REMOTE ANNUCIATOR PANEL (FLUSH MOUNTED IN WALL AT 5'-0' AFF)NACRAMANUAL PULL STATION (MOUNTING HEIGHT PER ADA & NFPA 72)MAGNETIC DOOR HOLD OPEN ADDRESSABLE CONTROL/RELAY MODULEMMCMADDRESSABLE MONITORING MODULEFIRE ALARM FLOW SWITCHFIRE ALARM TAMPER SWITCHFSTSWALL MOUNTED FIRE ALARM SPEAKER ONLYWALL MOUNTED FIRE ALARM STROBE ONLY(CANDELA RATING AS INDICATED)#ADDRESSABLE DETECTOR WITH BASE####CEILING MOUNTED FIRE ALARM STROBE ONLY(CANDELA RATING AS INDICATED)####WALL MOUNTED FIRE ALARM SPEAKER STROBE(CANDELA RATING AS INDICATED)CEILING MOUNTED FIRE ALARM SPEAKER STROBE(CANDELA RATING AS INDICATED)EXTERIOR 120V FIRE BELL, INSTALL NEXT TO FDC.FIRE/SMOKE DAMPER; COORDINATE LOCATIONS WITH MECH. DRAWINGSSDA. DO NOT INSTALL MORE THAN (10) NOTIFICATION APPLIANCES ON ANY SINGLE CLASS "A" SIGNAL CIRCUIT. DO NOT EXCEED 400 FT. OF NO. 14 WIRE IN THE TOTAL LOOP.B. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT.C. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS.D. DO NOT CONNECT THE FIRE ALARM SYSTEM TO ANY DEVICE WHICH HAS A POWER HELD CONTACTS.(FLOW, TAMPER, HOOD SYSTEM, DUCT DETECTOR, ETC..FALSE ALARM WILL OCCUR.E. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTOR QUANTITIES PER FIRE ALARM SYSTEM SUPPLIER, AND AS PER NFPA AND NEC REQUIREMENTS.F. DO NOT INSTALL ANY SMOKE OR HEAT DETECTORS WITHIN 3 FEET OF ANY AIR DIFFUSER.G. DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DO NOT EXCEED 120 DEVICES ON ANY ONE ADDRESSABLE DEVICE RUN.H. ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT DOWN UPON FIRE ALARM AS PER LIFE SAFETY CODES.I. ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICES NEED EOLR. (END OF LINE RESISTORS).J. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING.K. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN.L. ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED SHOP DRAWINGS. FIRE ALARM PLAN IS SHOWN FOR GENERAL LOCATION AND LAYOUT ONLY.M. THE FIRE ALARM SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA REQUIREMENTS.N. ELECT. CONTR. TO CONNECT SPRINKLER SYSTEM TAMPER SWITCHES AND FLOW VALVES TO FIRE ALARM SYSTEM AS REQUIRED. SEE FIRE SPRINKLER SYSTEM DRAWINGS FOR EXACT LOCATIONS AND QUANTITIES.GENERAL FIRE ALARM SYSTEM NOTESLIGHTING SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOL DESCRIPTIONPARKING AREA POLE LIGHT, SINGLE OR DOUBLE HEAD AS INDICATED ONDRAWINGS. REFER TO LIGHT POLE DETAIL FOR POLE INFORMATION.2X4 FLUORESCENT OR LED FIXTURE2X2 FLUORESCENT OR LED FIXTURESURFACE MOUNTED FLUORESCENT OR LED FIXTURESTRIP FLUORESCENT OR LED FIXTUREWALL MOUNTED FLUORESCENT OR LED FIXTUREEXTERIOR WALL MOUNTED FIXTUREROUND RECESSED FIXTURESURFACE OR PENDANT FIXTURELIGHT FIXTURE SUBSCRIPTSNL NIGHT-LIGHT(CONNECT TO UNSWITCHED LEG OF CIRCUIT)EXIT SIGN, WALL OR CEILING MOUNTING AS REQUIRED (SINGLE OR DOUBLE FACE)DIRECTIONAL CHEVRONS AS INDICATED; CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EXIT SIGNS.SHADED FIXTURE INDICATES AN EMERGENCY FIXTURE. PROVIDE WITH EMERG. BATTERY PACK OR CONNECT TO EMERGENCY POWER SYSTEM (WHERE APPLICABLE). CONNECT BATTERY PACK TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT SERVES THE SAME AREA AS THE EMERGENCY FIXTURE. PROVIDE WITH TEST LIGHT AND SWITCH. CEILING MOUNTED OCCUPANCY SENSOR, REFER TO OCCUPANCY SENSOR/SWITCHSCHEDULE FOR SENSOR TYPE AND ADDITIONAL INFORMATION.SWITCH MOUNTED OCCUPANCY SENSOR OR LOW VOLTAGE SWITCHPOD, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR TYPE AND ADDITIONAL INFORMATION.SINGLE-POLE SWITCHDUAL-LEVEL SWITCH, PROVIDE CONTROL OF FIXTURES TO ALLOW OCCUPANT TO REDUCE LIGHT LEVEL TO 50%. (SUBSCRIPT APPLIES TO BOTH SWITCHES)SWITCH SUBSCRIPTS3 3-WAY SWITCH4 4-WAY SWITCHD DIMMER SWITCH (COMPATIBLE W/ LOAD & LTG TYPES)K KEYED SWITCHF TIMER SWITCH (INTERMATIC MODEL EI400 SERIES)P PILOT LIGHTED SWITCHF1LIGHT FIXTURE TYPE DESIGNATIONS###WALL OR CEILING MOUNTED EMERGENCY LIGHTING UNIT W/BATTERY PACKCONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EMERGENCY LIGHT.LV LOW-VOLTAGE SWITCH (PER DWG'S)T THERMAL-OVERLOAD SWITCHM SWITCH SUPPLIED WITH EQUIPMENT, INSTALLED BY E.C.WP WEATHERPROOF2P DOUBLE POLE, SINGLE THROW SWITCHGENERAL LIGHTING NOTES:A. SYMBOLS SHOWN ABOVE MAY NOT REPRESENT ALL LIGHT FIXTURES USED ON PROJECT, REFER TO LIGHT FIXTURE SCHEDULE FOR ACTUAL FIXTURE INFORMATION INCLUDING FIXTURE TYPE, LAMPING, MOUNTING AND ETC.B. JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C. IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT FIXTURES THAT ARE NOT LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING".C. IN GENERAL ALL SWITCH-LEG CONDUCTORS MAY NOT BE SHOWN ON DRAWINGS; E.C. SHALL PROVIDE AND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE CONTROL SCHEMES INDICATED AND DESCRIBED ON DRAWINGS. INCLUDING ALL 0 - 10V. DIMMING WIRING.D. ALL BATTERY EXIT SIGNS AND EMERGENCY LIGHTING TO BE CONNECTED TO THE UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA.###FMPOWER SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOLDESCRIPTIONELECTRICAL SWITCHBOARD EQUIPMENT, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION)'MSB''T##'DRY-TYPE TRANSFORMER, (SEE POWER RISER FOR ADDITIONAL INFORMATION)'LA'ELECTRICAL PANELBOARD, (SEE POWER RISER AND PANEL SCHEDULESFOR ADDITIONAL INFORMATION)DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATEDTYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3RFUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATEDTYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R(30A FUSES)COMBINATION STARTER & FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED. TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4XJJUNCTION BOXCR = CORD REEL; SEE DRAWINGS FOR INFORMATIONCD = CORD DROP; SEE DRAWINGS FOR INFORMATIONEQUIPMENT CONNECTION; COORDINATE CONNECTION WITH EQUIPMENTPRIOR TO ROUGH-INMOTOR CONNECTIONPOWER AND/OR DATA SERVICE POLEFLOORBOX WITH POWER ONLY (SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) PUSHBUTTON STATIONFLOORBOX WITH POWER AND DATA(SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) FB#FB#SPECIAL RECEPTACLE (COORDINATE NEMA TYPE WITH EQUIP.) (REFER TO PANEL SCHEDULES FOR AMPS)CEILING MOUNTED DUPLEX RECEPTACLE (COORDINATE PLACEMENT WITH CEILING EQUIPMENT PRIOR TO ROUGH-IN)DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FTGFCI-TYPE DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FTDOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FTGFCI-TYPE DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT.RECEPTACLE AND EQUIPMENT SUBSCRIPTSACABOVE COUNTERWPWEATHERPROOF (UL LISTED WEATHER-RESISTANT)42"MOUNTING HEIGHT AFF OR AFGIGISOLATED GROUNDSSURGE-PROTECTION TYPEREFREFRIGERATORWWASHING MACHINEDDRYER (30A-240V RATED RECPT.)MMICROWAVE HVAC THERMOSTAT OR SENSOR; PROVIDE & INSTALL BACKBOX,3/4" CONDUIT AND CONDUCTORS TO ASSOCIATED HVAC UNIT. COORDINATE EXACT LOCATION & SIZE AND NUMBER OF CONDUCTORS WITH M.C. TSOR30A/3P/3RSIZE 1(30A FUSES)SMALL EXHAUST FAN CONNECTIONTV120V RECEPT. FOR TV; VERIFY HEIGHT WITH ARCH. DRAWINGS & ELEVATIONSUSB120V RECPT. WITH USB CHARGING PORTSEWCELECTRIC WATER COOLER; (SEE DETAIL. RECPT. SHALL BE ACCESSIBLE, DO NOT MOUNT BEHIND HOUSING.)DISPGARBAGE DISP. (UNDER SINK)DWDISHWASHER (COORDINATE W/ MILLWORK, INSTALL PER NEC 422.16(B)(2)).M/RMICROWAVE/RANGE HOOD (COORDINATE W/ MILLWORK)RELECTRIC RANGE (50A-240V RATED RECPT.)GENERAL SPECIAL SYSTEM NOTES:A. ALL DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL BE COORDINATED WITH THE ARCHITECTURAL ELEVATION DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER MOUNTING HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES AS NECESSARY IN ORDER TO POSITION DEVICES SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE DIRECTLY ABOVE SINKS OR MIDWAY BETWEEN TILEWORK/WALL OR WAINSCOATING, ETC. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL A GFCI TYPE RECEPTACLE FOR ALL RECPTACLES SHOWN IN TOILET RMS, BATHROOMS, KITCHENS/SERVING AREAS, ROOFTOP, OUTDOORS OR WITHIN 6FT OF ANY SINK, BASIN, TUB OR FLOOR SINK AND ALL OTHER AREAS DEFINED BY THE NEC.SPECIAL SYSTEMS SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOLDESCRIPTIONTELEPHONE AND DATA OUTLET NOTES:1. UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TO DATA ROOM, TERMINATE WITH INSULATED THROAT BUSHING. PROVIDE QTY OF CABLES INDICATED FROM OUTLET TO NEAREST TELE/DATA ROOM. SEE DWGS FOR ADDITIONAL INFORMATION. UTILIZE J-HOOKS 3FT ON CENTER FOR SUPPORT OF CABLING WHERE CABLE TRAY IS NOT INSTALLED/SPECIFIED.2. CONDUIT SIZE ('X' FROM ABOVE); 2=1/2", 3=3/4", 4=1", 5=1-1/4" OR (2) 1"3. BLANK (NO LABEL) = 4-11/16" DEEP BOX WITH REQUIRED MUDRING AND 1" CONDUIT TO DATA ROOM, TERMINATE WITH INSULATEDTHROAT BUSHING, PROVIDE PULL STRING. (UNLESS OTHERWISE NOTED)DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES BELOW)_D-XTELEPHONE OUTLET; _= # OF TELEPHONE CABLES, X=CONDUIT SIZE (SEE NOTES BELOW)_T-XTELEPHONE/DATA OUTLET; _= # OF TELEPHONE/DATA CABLES, X=CONDUIT SIZE (SEE NOTES BELOW)_T/_D-XCEILING MOUNTED DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES BELOW)_D-XRECESSED WALL MOUNTED AV OUTLET HUBBELL ENCLOSURE# NSAV62M(1) POWERKIT HBL#NSOKPS, (1) 4-PORT DATA PLATE HBL#NSP14WMOUNT 5'-0" AFF; FIELD COORDINATE WITH TV LOCATIONE.C. SHALL INSTALL 1"C FROM DATA COMPARTMENT TO DATA ROOM, INSTALL (1) COAX CABLE AND (1) CAT 6A CABLE TO DATA RACK, MAKE ALL TERMINATIONS.TVA. COMMUNICATIONS CABLES SHALL HAVE BENDS NO GREATER THAN 90 DEG.B. CONDUITS FOR COMMUNICATIONS CABLING SHALL HAVE A MAXIMUM BEND RADIUS NOT MORE THAN 10X THE DIAMETER OF THE CONDUIT.C. ALL COMMUNICATIONS CONDUITS SHALL BE TERMINATED WITH AN INSULATED NON-METALLIC BUSHING AT BOTH ENDS.D. COMMUNICATIONS CONDUITS SHALL HAVE NO MORE THAN (2) 90'S WITHOUT A PULLBOX. PULL BOXES SHALL BE LOCATED IN ACCESSIBLE LOCATIONS AND SHALL BE SIZED AT LEASED 12X THE LARGEST CONDUIT DIAMETER IN LENGTH AND MIN, 4" DEEP AND 8" WIDE.E. IT SHALL BE THE RESPONSIBILITY OF THE E.C. TO INSURE THAT THE PATHWAY FOR THE DATA CABLING DOES NOT CREATE CABLE LENGTHS TO EXCEEDS THE LENGTH OF 295FT FROM OUTLET TO PATCH PANEL, THIS INCLUDES SERVICE LOOPS AND PATCH CORDS. F. WHERE CABLE TRAY IS UTILIZED IN THE PROJECT. COMMUNICATION CONDUITS ENDING AT THE CABLE TRAY SHALL EXTEND 1" OVER THE SIDE INTO THE TRAY. GENERAL SPECIAL SYSTEM NOTES:P1PH2/C3/C3P3PH3W4WACADAAFFAFGAICALA or AMPANNAPATSAVAWGBFG CCATVCBCCTVCKTCCPCTCUDSEAE.C.EMEMTENTEPOEQUIPEXFAFACPFLAFMCGNDG.C.GENGFIGFPHDHIDHOAHPHPSHVHZIGIMCJ-BOXABBREVIATIONSSINGLE POLESINGLE-PHASETWO-CONDUCTORTHREE-CONDUCTORTHREE POLETHREE-PHASETHREE-WIREFOUR-WIREABOVE COUNTERAMERICANS WITH DISABILITIES ACTABOVE FINISHED FLOORABOVE FINISHED GRADEAMPERE INTERRUPTING CAPACITYALUMINUMAMPEREANNUNCIATORACCESS POINT(WIRELESS DATA)AUTOMATIC TRANSFER SWITCHAUDIO VISUALAMERICAN WIRE GAGEBELOW FINISHED GRADECEILING MOUNTEDCABLE TELEVISIONCIRCUIT BREAKERCLOSED CIRCUIT TELEVISIONCIRCUITCONDUITCONTROL PANELCURRENT TRANSFORMERCOPPERDISCONNECT SWITCHEACHELECTRICAL CONTRACTOREMERGENCYELECTRICAL METALLIC TUBINGELECTRICAL NONMETALLIC TUBINGEMERGENCY POWER OFFEQUIPMENTEXISTINGFIRE ALARMFIRE ALARM CONTROL PANELFULL LOAD AMPSFLEXIBLE METAL CONDUITGROUNDGENERAL CONTRACTORGENERATORGROUND FAULT CIRCUIT INTERRUPTERGROUND FAULT PROTECTIONHEAVY DUTYHIGH INTENSITY DISCHARGEHAND-OFF-AUTOMATICHORSE POWERHIGH PRESSURE SODIUMHIGH VOLTAGEHERTZISOLATED GROUNDINTERMEDIATE METAL CONDUITJUNCTION BOXVKVAkWkWhLEDLFMCLFNCLTGLVMAXM.C.MCAMCBMCCMDPMHMINMLOMOCPNANCNECNEMANFPANICNLNONTSOCOH DROLPBPPNLPTPTZQTYRCPRMCRNCSCASCBASFSPDSPECSWBDSWGRTLTPTTBTVTYPUGUPSVVAV.I.F.VFDW/W/OWPXFMRKILOVOLTKILOVOLT AMPEREKILOWATTKILOWATT HOURLIGHT EMITTING DIODELIQUID TIGHT FLEXIBLE METAL CONDUITLIQUID TIGHT FLEXIBLE NONMETALLIC CONDUITLIGHTINGLOW VOLTAGEMAXIMUMMECH. CONTRACTORMINIMUM CIRCUIT AMPSMAIN CIRCUIT BREAKERMOTOR CONTROL CENTERMAIN DISTRIBUTION PANELMANHOLEMINIMUMMAIN LUGS ONLYMAXIMUM OVERCURRENT PROTECTIONNOT APPLICABLENORMALLY CLOSEDNATIONAL ELECTRICAL CODENATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNATIONAL FIRE PROTECTION ASSOCIATIONNOT IN CONTRACTNIGHT LIGHTNORMALLY OPENNOT TO SCALEON CENTEROVERHEAD DOOROVERLOADPUSHBUTTONPHASEPANELPOTENTIAL TRANSFORMERPAN/TILT/ZOOMQUANTITYREFLECTED CEILING PLANRIGID METAL CONDUITRIGID NONMETALLIC CONDUITSHORT CIRCUIT AMPSSTANDARD COLOR BY ARCHITECTSQUARE FOOT (FEET)SURGE PROTECTION DEVICESPECIFICATIONSWITCHBOARDSWITCHGEARTWIST LOCKTWISTED PAIRTELEPHONE TERMINAL BOARDTELEVISIONTYPICALUNDERGROUNDUNINTERRUPTIBLE POWER SUPPLYVOLTSVOLT AMPEREVERIFY IN FIELDVARIABLE FREQUENCY DRIVEWITHWITHOUTWEATHERPROOFTRANSFORMERA. ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS.B. ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS OR CABINETS. SEE ELECTRICAL EQUIPMENT CLEARANCE DETAIL.C. INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE. ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED.D. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR EXACT FIXTURE LOCATIONS, CEILING TYPES, ETC.E. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED FOR ALL ELECTRICAL EQUIPMENT.F. CONFIRM EXACT LOCATIONS OF ALL TELEPHONE/DATA OUTLETS WITH OWNER PRIOR TO ROUGH-IN.G. LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME AS POSSIBLE, SO AS NOT RO INTERFERE WITH ROOM CABINETS, ETC.H. SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.I. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR WORK AND PAY ASSOCIATED FEES.J. MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLING AND ELECTRONIC BALLASTS.K. UNLESS SPECIFICALLY INDICATED OTHERWISE, ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER/CONTRACTOR; DENTAL, MEDICAL, KITCHEN, SPECIALIZED EQUIPMENT, ETC. FOR THE EXACT ROUGH-IN REQUIREMENTS FOR THEIR EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR FINAL ELECTRICAL CONNECTIONS TO ALL SPECIAL EQUIPMENT.L. ALL CONDUIT/RACEWAY/CABLES TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. IF ANY SURFACE WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION.M. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS. PROJECT GENERAL NOTES:IDAHO POWER CO. ROCKY MOUNTAIN POWER CO.WWW.IDAHOPOWER.COM WWW.ROCKYMOUNTAINPOWER.NETCONTACT: CONTACT: SHELLEY MARTIN (208) 388-5872 DAN KUHL (503) 308-0233 OR DAN KUHL (503) 308-0233 dan.kuhl@evergreen-efficiency.comdan.kuhl@evergreen-efficiency.comUTILITY LIGHTING REBATES & INCENTIVES:IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PREPARE ALL REQUIRED APPLICATIONS AND INFORMATION REQUIRED TO PROVIDE THE OWNER WITH THE MAXIMUM AMOUNT OF REBATE DOLLARS FROM THE LOCAL UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL SUBMIT VERIFICATION OF THE UTILITY COMPANY PRE-APPLICATION APPROVAL PRIOR TO ORDERING ANY MATERIALS.VISIT THE FOLLOWING UTILITY CO. WEBSITES FOR INFORMATION:TYPICAL DEVICE MOUNTING HEIGHTS:GENERAL COORDINATION NOTE:GENERAL DETAIL NOTES:FINISH FLOOR1' - 6''THERMOSTAT OR SENSORVERIFY WITH M.C. PRIOR TOLIGHT SW.(OR AS NOTED)* 4' - 0''* 3' - 6''(OR AS NOTED)RECEPTACLE@ MILLWORKBACKSPLASHCAB. DIMENSIONSPER ARCH. DETAIL6"CABINET*E.C. SHALL COORDINATE ALL DEVICEMOUNTING HGTS. AND EXACT LOCATIONWITH ARCHITECTURAL INTERIORELEVATIONS REPORT CONFLICTS TOARCHITECT **PRIOR TO ROUGH-IN**ROUGH-IN.TYPICAL FOR ALL DEVICESMOUNTED ABOVE COUNTER(ie C.O.'S, DATA, PHONE etc.)A.B.C.D.ALL MOUNTING HEIGHTS TYPICAL UNLESSNOTED OTHERWISE.COORDINATE OUTLET HEIGHTS WITHARCHITECTS MILLWORK DWGS. TO INSURETHAT OUTLETS WILL NOT FALL BEHINDCABINETS, BACKSPLASHES, OR INTERFEREWITH WAINSCOTING, ETC.ALL SWITCHES AND THERMOSTATS TO BEMOUNTED AS CLOSE TO DOOR JAMS ASPOSSIBLE. COORDINATE ALL DEVICES WITHARCHITECTURAL PLANS AND DETAILS.COORDINATE LIGHT SWITCH & OUTLETHEIGHTS WITHARCHITECTURALWAINSCOTING AND OR TILE WORK SO ASNOT TO FALL MIDWAY IN THESE FINISHES.FIRE6' - 8''FIRE ALARM NOTIFICATIONDEVICEFIREMANUAL PULL STATIONHANDLE SHALL BEBETWEEN 42" & 48" AFFCABINETRECEPT.TELE/DATAOUTLETTVOUTLETELECTRICAL EQUIP. CLEARANCEELECTRICALEQUIPMENTNOTE #1NOTE#4NOTE#3NOTE#2NOTES:1. THE MINIMUM HEADROOM OF WORKING SPACE SHALL BE 6 1/2FT.2. THE WIDTH OF THE WORKING SPACE SHALL BE THE WIDTH OF THE EQUIPMENT OR 30", WHICHEVER IS GREATER. THE PANEL DOOR SHALL OPEN AT LEAST 90 DEGREES.3. ALL CIRCUIT BREAKERS, WHEN IN THIER HIGHEST POSITION, SHALL NOT BE MORE THAN 6FT 7 IN. ABOVE THE FINISHED FLOOR.4. 3FT CLEARANCE IF 0-150V TO GROUND, 3.5FT CLEARANCE IF 151-600V TO GROUND. 4FT IF EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE.GENERAL NOTES:A. ALL WORKING SPACE CLEARANCES ARE FROM THE FACE OF THE EQUIPMENT.8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.comPROJECT NAME:SHEET NAME:OF SHEET NUMBER:DRAWN BY: BRPCHECKED BY: SAMREVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUSDATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERDYER GROUP LLC343 E 4th N SUITE 108REXBURG, ID 83440-6001CONTACT: WINSTON DYER(208) 390-9700STRUCTURAL ENGINEERARW ENGINEERS1594 WEST PARK CIRCLEOGDEN, UT 84404CONTACT: JUSTIN NASERjustinn@arwengineers.com(801) 782-6608MECHANICAL ENGINEERENGINEERED SYSTEMS ASSOCIATES1135 EAST CENTER STREETPOCATELLO, ID 83204CONTACT: DWAYNE SUDWEEKSdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPAYNE ENGINEERING INC.1823 EAST CENTER STREETPOCATELLO, ID 83201CONTACT: TODD PAYNEpayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWEAVER & ASSOCIATES1605 S WOODRUFF AVENUEIDAHO FALLS, ID 83404CONTACT: DAVE WEAVERweaverlandscaping@gmail.com(208) 529-9504SPECIFICATIONS CONSULTANTRESIN ARCHITECTURE520 SHOUP AVENUEIDAHO FALLS, ID 83402CONTACT: GRAHAM WHIPPLEgraham@resinarchitecture.com(208)-757-5700UNIVERSITY VILLAGECOMMUNITY CENTERP.E. JOB #190605/08/195/10/2019 11:29:44 AMELECTRICALSYMBOLS &DETAILSE0.01010569SECURITY & ACCESS CONTROL SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOL DESCRIPTIONCARD READER; LOCATION UTILIZE 4SQ. BOX W/ 1-GANG MUDRING, 3/4" C TO ACCESS CONTROL BOARD AND PULL STRINGCRICONNECTION TO DOOR FRAME FOR ACCESS CONTROL PROVIDE (1) 3/4" C FROM DOOR FRAME TO ACCESS CONTROL BOARD, WITH PULL STRING• E.C. SHALL PROVIDE AND INSTALL CCTV CAMERAS AS INDICATED ON DRAWINGS. PROVIDE ALL REQUIRED CABLING, TERMINATIONS AND MOUNTING HARDWARE. COORDINATE INSTALLATION BYU-I SECURITY DEPARTMENT.• E.C. SHALL COORDINATE ALL ACCESS CONTROL ROUGH-IN AND INSTALLATIONS WIHT RICHARD HAWKINS FROM BYU-I ELECTRICAL SHOP PRIOR TO ANY INSTALLATIONS.GENERAL SECURITY & ACCESS CONTROL NOTES:INDOOR SECURITY CAMERA: AXIS P/N: P3225V. PROVIDE 3/4" C., W/ 1# CAT 6A CABLE FROM CAMERA TO DATA ROOM; PROVIDE ALL REQUIRED TERMINATIONS.OUTDOOR SECURITY CAMERA: AXIS P/N: Q3505VE. PROVIDE 3/4" C., W/ 1# CAT 6A CABLE FROM CAMERA TO DATA ROOM; PROVIDE ALL REQUIRED TERMINATIONS.ENO. DESCRIPTION DATE DDDSSCHEDULE 40 PVC3"GRADEGROMMETT AROUND OPENING1 1/4" KNOCKOUT INSTALLWITH 20A GFI DUPLEX RECEPT.MIDWEST ELECTRIC #U010010MOUND AS SHOWN12" DIAMETER CONCRETE6"13"7"PROVIDE AND INSTALL BOTH CONDUITS, AS SHOWN, REGARDLESS OF WHETHER THE CIRCUIT CONTINUES OR NOT.3/4" RIGID GALVONIZED STEEL CONDUIT.90° AND RISER. TAPE ALL METAL CONDUITIN CONTACT WITH EARTH AND CONCRETE.INSTALL A STICK OF ALUMINUMOUTLET BOX TO STRUT.STRUT. (B-LINE B22A1) ATTACHB-4B-3EXISTING 120/240V200KVA TRANSFORMER1'COMM.BOARD'234(TYP)4(TYP)4(TYP)B-1'B''A'56B-2WPWPB-5WPWPWPF15F15F15WPWPWPWP7WPWPWPWP4'-0 MIN.16"14'-0±18"UNDISTURBED OR COMPACTEDEARTHPOLE BASE COVER3/4'' CONDUIT (PVC) 24'' MIN.DEPTH. REFER TO PLANSFINISH GRADEPOLE LIGHTLUGS AS REQ'D.POLE BASE WITH 4#5 RE-BARSAND #3 TIES @ 12" O.C.3000 PSI MIN.4" ALUMINUM POLE.ANCHOR BOLTS TO SUITPOLE BY E.C.A. THESE PLANS HAVE BEEN PREPARED WITHOUT UTILITY COMPANY COMMENTS. THE E.C. SHALL VERIFY THE EXACT REQUIREMENTS FOR THE ELECTRIC AND TELEPHONE SERVICES WITH THE UTILITY COMPANY REPRESENTATIVES AND PROVIDE ALL WORK AND PAY ALL COSTS FOR A COMPLETE AND OPERATING SYSTEM, AS DIRECTED BY THE GOVERNING UTILITIES.GENERAL NOTES:KEY NOTES:#1 E.C. SHALL CAREFULLY EXCAVATE AT EXISTING TRANSFORMER FORINSTALLATION OF NEW FEEDER. ALL POWER OUTAGES SHALL BE ATDESCRETION OF OWNER. E.C. SHALL WORK ALL POWER OUTAGESCONTINUOSLY UNTIL POWER IS RESTORED.2 (2) 4" FROM MIDLINE OF THE DATA ROOM WOUTH WALL AT FLOOR TOTHE UNIVERSITY VILLAGE VAULT. INSTALL 3"(3) CELL FABRICINNERDUCT IN BOTH 4" CONDUITS. INSTALL (1) 24 STRANDSINGLE-MODE FIBER IN ONE CELL FROM VAULT TO DATA ROOM,MAKE ALL REQUIRED TERMINATIONS. INSTALLATION ANDTERMINATIONS SHALL BE PER BYU-I CABLING STANDARDS.3 SECONDARY SERVICE FROM TRANSFORMER. SEE POWER RISERFOR SIZE.4 E.C. SHALL LOCATE EACH GARDEN RECEPTACLE PER OWNER INFIELD PRIOR TO ROUGH-IN. SEE DETAIL THIS SHEET.5 CAREFULLY REMOVE EXISTING LIGHT POLE. PROTECT EXISTINGFOUNDATION. CLEAN AND REINSTALL ON EXISTING FOUNDATION.6 APPROX. LOCATION OF EXISTING 12,470V ELECTRICAL LINE. E.C.SHALL CAREFULLY LOCATE BY HAND EXCAVATION WHEREIMPACTED BY NEW CONSTRUCTION. CONTRACTOR SHALL PROTECT,MAINTAIN AND/OR REESTABLISH THIS SERVICE. TAKE GREAT CARETO PROTECT. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY ATCONTRACTORS EXPENSE.7 APPROX. LOCATION OF EXISTING F.O. LINE. E.C. SHALL CAREFULLYLOCATE BY HAND EXCAVATION WHERE IMPACTED BY NEWCONSTRUCTION. CONTRACTOR SHALL PROTECT, MAINTAIN AND/ORREESTABLISH THIS SERVICE. TAKE GREAT CARE TO PROTECT. ANYDAMAGE SHALL BE REPAIRED IMMEDIATELY AT CONTRACTORSEXPENSE.8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.comPROJECT NAME:SHEET NAME:OF SHEET NUMBER:DRAWN BY: BRPCHECKED BY: SAMREVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERDYER GROUP LLC343 E 4th N SUITE 108REXBURG, ID 83440-6001CONTACT: WINSTON DYER(208) 390-9700STRUCTURAL ENGINEERARW ENGINEERS1594 WEST PARK CIRCLEOGDEN, UT 84404CONTACT: JUSTIN NASERjustinn@arwengineers.com(801) 782-6608MECHANICAL ENGINEERENGINEERED SYSTEMS ASSOCIATES1135 EAST CENTER STREETPOCATELLO, ID 83204CONTACT: DWAYNE SUDWEEKSdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPAYNE ENGINEERING INC.1823 EAST CENTER STREETPOCATELLO, ID 83201CONTACT: TODD PAYNEpayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWEAVER & ASSOCIATES1605 S WOODRUFF AVENUEIDAHO FALLS, ID 83404CONTACT: DAVE WEAVERweaverlandscaping@gmail.com(208) 529-9504SPECIFICATIONS CONSULTANTRESIN ARCHITECTURE520 SHOUP AVENUEIDAHO FALLS, ID 83402CONTACT: GRAHAM WHIPPLEgraham@resinarchitecture.com(208)-757-5700UNIVERSITY VILLAGECOMMUNITY CENTERP.E. JOB #190605/08/195/10/2019 11:29:46 AMELECTRICALSITE PLANE0.11010569SCALE: 1" = 20'-0"1ELECTRICAL SITE PLAN40'20'0"SCALE: NONEBTYPICAL GARDEN RECEPTACLE DETAILSCALE: NONEABYU-I SIDEWALK POLE LIGHT DETAILNO. DESCRIPTION DATE SnD1SnD1SnD1SnD1SnD1SnD1SCD1SCPCSCD1SCD1SnD1SCD1SCD1SCD1SnD1SnD1SnD1SnD1SCD1SCD1SnD1nPDnPDOnPDOnPDOSCD1nPDnPD4nPD4JJJJnPD4nPD4nPD2nPDnPD2nPDnPDPLAY ROOM116MEETING ROOM105TABLES & CHAIRS STORAGE106INDOOR STORAGE107OUTDOOR STORAGE108OFFICE104WOMEN'S RESTROOM119MEN'S RESTROOM118ELECTRICAL / DATA ROOM113AMECHANICAL ROOM114TURN STORAGE117GAME ROOM113MUSIC ROOM112EXERCISE ROOM109SOUTH PATIO01WEST PATIO02NORTH PATIO03SOCIAL HALL111HALLWAY1BHALLWAY1CENTRY LOBBY102HALLWAY1ARECEPTION AREA103F10F10F10F10F10F10F10F10F10F10F10F10F10F12F12F12F12F12F12F12F12F12F12F12F12F1F1F12F12F11F11F3F3F3(TYP)F10(TYP)F10(TYP)F10F4(TYP)F10F4F4F4F4F4F5F5F3F3F3F3F3F8F6F6F1F10F10F10F10F10F10F10F10F7F7(TYP)F10F4F4F4F10F10F6F6F1F10F10F10F10F10F10F10F10F10F10F4F41122212121A-5A-7A-3'A''B'F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12B-7B-7 B-7B-7B-7B-7B-7B-7B-7B-7B-7B-7B-7B-7 B-7B-7B-7B-7B-7B-7 B-7B-7B-7B-7B-7B-7B-7B-7B-7B-7B-7 B-7B-7 B-7F2F2F2F11F11F11F11F10A-1(TYP)F10F143F9F9F9F9F9F9F9F9F9F9F9F9F9F9F9F9F9F9F9F9F9F9F9F9F9F9F9F9F13(TYP)F134444B-11B-9B-8B-6F10F10F10F10A-11F17ddddddda,b,c,da,b,c,da,b,c,da,b,c,dfffeeeeeeeee,fF16bbbbbbbbaaaaaaaaaaaa1ccB-13111151A. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC.GENERAL NOTES:KEY NOTES:#1 PROVIDE AND INSTALL APPROPRIATE DIMMING POWER PACKSCOMPATIBLE WITH SUPPLIED FIXTURES. LOCATE POWER PACK INATTIC SPACE ABOVE INSULATION. LABEL ROOM SERVED. PROVIDEALL REQUIRED SWITCH LEG CONNECTIONS WITH WALL DEVICE.2 CONNECT SENSORS IN PARALLEL SUCH THAT ANY SENSOR WILLACTIVATE ALL LIGHTS IN SPACE.3 LED TAPE TO BE MOUNTED UNDER DESK, COORDINATE WITH EXACTLENGTH AND MOUNTING WITH OWNER PRIOR TO ROUGH-IN. FIELDLOCATE LV TRANSFORMER AN ACCESSIBLE LOCATION.4 ELECTRICAL CIRCUIT FOR COLOR-CHANGING LED FASCIA LIGHTING;E.C. SHALL PROVIDE REQUIRED CONNECTIONS TO LOW VOLTAGEPOWER SUPPLIES AS REQUIRED. FIELD LOCATE IN ATTIC SPACE.PROVIDE REQUIRED CONNECTIONS FROM LIGHTING TO DMXCONTROLLER IN ELECTRICAL ROOM.5 PROVIDE AND INSTALL FAN SPEED CONTROL SWITCH THAT ISCOMPATIBLE WITH FAN.16'8'0"NORTH8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.comPROJECT NAME:SHEET NAME:OF SHEET NUMBER:DRAWN BY: BRPCHECKED BY: SAMREVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERDYER GROUP LLC343 E 4th N SUITE 108REXBURG, ID 83440-6001CONTACT: WINSTON DYER(208) 390-9700STRUCTURAL ENGINEERARW ENGINEERS1594 WEST PARK CIRCLEOGDEN, UT 84404CONTACT: JUSTIN NASERjustinn@arwengineers.com(801) 782-6608MECHANICAL ENGINEERENGINEERED SYSTEMS ASSOCIATES1135 EAST CENTER STREETPOCATELLO, ID 83204CONTACT: DWAYNE SUDWEEKSdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPAYNE ENGINEERING INC.1823 EAST CENTER STREETPOCATELLO, ID 83201CONTACT: TODD PAYNEpayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWEAVER & ASSOCIATES1605 S WOODRUFF AVENUEIDAHO FALLS, ID 83404CONTACT: DAVE WEAVERweaverlandscaping@gmail.com(208) 529-9504SPECIFICATIONS CONSULTANTRESIN ARCHITECTURE520 SHOUP AVENUEIDAHO FALLS, ID 83402CONTACT: GRAHAM WHIPPLEgraham@resinarchitecture.com(208)-757-5700UNIVERSITY VILLAGECOMMUNITY CENTERP.E. JOB #190605/08/195/10/2019 11:29:55 AMLIGHTING PLANE1.01010569SCALE: 1/8" = 1'-0"1LIGHTING PLANLIGHTING CONTROL (nLIGHT) SYSTEM SCHEDULETYPE MFGR. CATALOG # DESCRIPTION NOTESCEILING SENSORSnD1 SENSOR SWITCH nCM-PDT-9 DUAL-TECHNOLOGY CEILING OCCUPANCY SENSORWALL SWITCHESnPD SENSOR SWITCH nPODM-DX nLIGHT ON/OFF PUSHBUTTON W/DIMMINGnPD2 SENSOR SWITCH nPODM-2PDX-X nLIGHT ON/OFF PUSHBUTTON W/DIMMING,2-CHANNELnPD4 SENSOR SWITCH nPODM-4P-DX nLIGHT ON/OFF PUSHBUTTON W/DIMMING,4-CHANNELnPDO SENSOR SWITCH nWSX PDT LV-DXnLIGHT DUAL-TECH OCCUPANCY SENSOR, ON/OFFPUSHBUTTON W/DIMMING1. ****nLIGHT LIGHTING CONTROL SCHEDULE NOTES:nLIGHT LIGHTING CONTROL SCHEDULE GENERAL NOTES:• E.C. SHALL BE RESPONSIBLE FOR PROVIDING ALL LIGHTING CONTROL COMMISSIONING/PROGRAMMING OF ALL nLIGHT COMPONENTS. THE COMMISSIONING/PROGRAMMING SHALL BE DONE BY A nLIGHT CERTIFIED TECHNICIAN. • E.C. SHALL NOTIFY OWNER 1-WEEK PRIOR TO COMMISSIONING/PROGRAMMING OF THE SYSTEM SO THAT THE OWNER CAN PROVIDE REPRESENTATIVES DURING THE COMMISSIONING/PROGRAMMING PERIOD.nLIGHT CONTROL SYMBOL SCHEDULESYMBOL DESCRIPTIONnLIGHT CEILING MOUNTED SENSOR, SEE nLIGHT SYSTEMSCHEDULE FOR ADDITIONAL INFORMATION.Sn##n##BnLIGHT BACKBONE DEVICE, SEE nLIGHT SYSTEM SCHEDULE FOR ADDITIONAL INFORMATION.n##RnLIGHT RELAY/POWER PACK DEVICE, SEE nLIGHT SYSTEM SCHEDULE FOR ADDITIONAL INFORMATION.n##RPnLIGHT RELAY PANEL, SEE nLIGHT SYSTEM SCHEDULE FOR ADDITIONAL INFORMATION.nLIGHT SWITCH MOUNTED DEVICE, SEE nLIGHT SYSTEM SCHEDULE FOR ADDITIONAL INFORMATION.n##GREEN, CAT-5e PATCH CABLE (LENGTH AS REQUIRED), PLENUM RATED. • CABLE SHALL BE INSTALLED IN 3/4" CONDUIT WHERE IT CANNOT BE INSTALLED IN AN ACCESSIBLE CEILING SPACE.• PROVIDE A MINIMUM OF 2FT SLACK BETWEEN ALL DEVICES AND FIXTURE CONNECTION POINTS.0-10V DIMMING WIRING, UTILIZE 1/2" CONDUIT WITH (2) #18 AWG.VIOLET FOR POSITIVE, GREY FOR NEGATIVE1. E.C. SHALL BE RESPONSIBLE FOR PROVIDING ALL LIGHTING CONTROL COMMISSIONING/PROGRAMMING OF ALL nLIGHT COMPONENTS. THE COMMISSIONING/PROGRAMMING SHALL BE DONE BY A nLIGHT CERTIFIED TECHNICIAN. 2. E.C. SHALL NOTIFY OWNER 1-WEEK PRIOR TO COMMISSIONING/PROGRAMMING OF THE SYSTEM SO THAT THE OWNER CAN PROVIDE REPRESENTATIVES DURING THE COMMISSIONING/PROGRAMMING PERIOD.GENERAL LIGHTING NOTES:NOTE: ALL SYMBOLS MAY NOT BE USEDLIGHTING FIXTURE SCHEDULETYPE DESCRIPTION MOUNTING VOLTS LAMPS MFGR. CATALOG # NOTESF1 EXIT SIGN W/ 90MIN BATTERY,THERMOPLASTIC,GREEN LED, SINGLE/DOUBLE FACEWALL ORCEILING120 WITH FIXTURE LITHONIA LQM-S-3-G-20/277-EL NF2 2FT ARCHITECTURAL CYLINDER PENDANT W/DOWN LIGHTPENDANT 120 LED-4000K VISA LTG CP2020-L40K-L40K-MVOLT-MED-SCBA-####3F3 20" DIA. ROUND PENDANT LED PENDANT 120 LED-3700LM-4000K DELRAY LTG 6521.HO-W40-1-D 4F4 4FT LED STRIP, 0-10V DIMMING SURFACE/SUSPENDED120 LED-4000LM-4000K LITHONIA CLX-L48-4000LM-SEF-RDL-MVOLT-GZ10-40K-80CRIF5 4FT LINEAR WALL FIXTURE ABOVE MIRROR 120-277 LED-5600LM-4000K VISA LTG CB3170-L40K H-90CRI-SCBA 3F6 ARCHITECTURAL SCONCE LIGHT WALL 120-277 LED-1000LM-4000K VISA LTGOW2302-L40K-MVOLT-SCBA 3F7 CLOSET LIGHT, LED WITH OCC. SENSOR SURFACE 120 LED LEVITON 9864-LEDF8 DIRECT/INDIRECT ARCHITECTURAL CHANDELIER PENDANT 120 LED-23,857LM-4000K DELRAY LTG UDCG-3/4/5-SCBA-W40-D- 4F9 COLOR CHANGING LED FLEXIBLE LIGHTINGSYSTEMBLDG FASCIA 24V DC LED-162LM/FT KELVIX LTG SW5-SEE DWGS-RGBW-**-S-1P67; MTG CHANNEL:SW-E-CH-PL-2M6F10 6" ROUND RECESSED LED CAN, 0-10V DIMMING RECESSED 120 LED-1500LM-4000K LITHONIA LDN6-40/15-LO6AR-LSS-MVOLT-EZ10 2F11 6" ROUND RECESSED WALLWASH LED CAN,0-10V DIMMINGRECESSED 120 LED-1500LM-4000K LITHONIA LDN6-40/15-LW6AR-LSS-MVOLT-EZ10 2F12 6" ROUND RECESSED LED CAN, 0-10V DIMMING RECESSED 120 LED-1500LM-4000K LITHONIA LDN6-40/15-LO6AR-LSS-MVOLT-EZ10 2F13 UNDERCABINET LED, W/SWITCH UNDERCABINET 120 LED LITHONIA UCLD-18IN-30K-90CRI-SWR-WHF14 UNDERCABINET, FIELD CUTTABLE LED TAPELIGHT WITH CHANNEL.SURFACE LOW-VOLTAGE LED VOLT LTG LED:PH41K-24V; POWER SUPPLY: ULV96;CHANNEL:X-CH1F15 14FT WALKWAY POLE LIGHT, MATCH BYU-ISTANDARDSPOLE (SEEDETAIL)MULTI-TAP LED LSI XCHM3-3-LED 128 350-NW-UE-PLP; POLE:RSP14-4.0-11-PLP-DM10(LSI XCHM3)-BCF16 DIRECT/INDIRECT ARCHITECTURAL CHANDELIER PENDANT 120 LED-19000LM-400K DELRAY LTG UDCG-2/3/4-SCBA-W40-DF17 52" CEILING FAN PENDANT/SURFACE120 N/A BIG ASS FANS HAIKU-52"-SCBA 3LIGHTING OCCUPANCY SENSOR/SWITCHPOD SCHEDULETYPE MFGR. CATALOG # DESCRIPTION NOTESCEILING SENSORSCD1 SENSOR SWITCH CM PDT 10 R DUAL-TECHNOLOGY, LARGE MOTION 360 DEGREE COVERAGE, LOW VOLTAGE, W/ISOLATED RELAY 1CPC SENSOR SWITCH CM PC ON/OFF DAYLIGHTING PHOTO SENSOR11. REFER TO DRAWINGS FOR FIXTURES REQUIRED TO HAVE 0-10V OR STEP-LEVEL DIMMING CONTROL. PROVIDE FIXTURE(S) WITH LED DRIVER(S) AND REQUIRED DIMMING/SWITCH-LEG CONDUCTORS BETWEEN SWITCH(ES) AND FIXTURE(S) TO PROVIDE CONTROL AS INDICATED ON DRAWINGS.2. RECESSED FIXTURE SHALL NOT BE IN DIRECT CONTACT WITH INSULATION, E.C. SHALL BUILD BOX AROUND FIXTURE TO MAINTAIN REQUIRED AIR SPACE AROUND FIXTURE OR PROVIDE AND INSTALL TENMAT: P/N FF130E RECESSED LIGHT COVER.3. SCBA - STANDARD COLOR BY ARCHITECT/OWNER (COORDINATE COLOR WITH ARCHITECT/OWNER PRIOR TO ORDERING.)4. FIELD ADJUST PENDANT LENGTH AS REQUIRED, VERIFY LENGTH WITH COUNTER AS DIRECTED BY ARCHITECT.5. REFER TO ARCHITECTURAL ELEVATION DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHT OF FIXTURES.6. PROVIDE DMX CONTROLLER AND ALL REQUIRED COMPONENTS FOR COLOR CHANGING CONTROL LED FIXTURES. PROVIDE AND INSTALL ALL REQUIRED COMPONENTS FOR A COMPLETE INSTALLATION, INCLUDING BUT NOT LIMITED TO; POWER SUPPLIES, LV WIRING, CONNECTORS AND ETC. E.C. SHALL BE REPSONSIBLE FOR THE PROGRAMMING/COMMISSIONING OF THE LIGHTING SYSTEM TO FUNCTION AS REQUESTED BY THE OWNER AND SHALL INCLUDE ALL REQUIRED COST IN THE BASE BID. LIGHT FIXTURE SCHEDULE NOTES:1. PROVIDE ADDITIONAL POWER PACKS; SENSOR SWITCH PP20 AS NEED FOR QTY OF OCCUPANCY SENSORS/SWITCHES.2. DEVICE COLOR SHALL MATCH WIRING DEVICES; REFER TO SPECIFICATIONS.3. REFER TO MANUFACTURER DOCUMENTATION FOR QTY AND SIZE OF CONDUCTORS BETWEEN LOW VOLTAGE SWITCH, SENSOR(S) AND POWER/RELAY PACKS.4. PROVIDE SECONDARY RELAY PACK; SENSOR SWITCH SP20 AS NEEDED TO PROVIDE DUAL-LEVEL SWITCHING OF FIXTURES.5. PROVIDE 0-10V DIMMING CONDUCTORS (GREY & VIOLET) BETWEEN SWITCH AND LIGHT FIXTURES FOR DIMMING CONTROL.OCC. SENSOR/SWITCHPOD SCHEDULE NOTES:• E.C. SHALL BE REPSONSIBLE FOR THE PROGRAMMING/COMMISSIONING OF THE LIGHTING CONTROL SYSTEMS TO FUNCTION AS INDICATED ON THE DRAWINGS AND SHALL INCLUDE ALL REQUIRED COST IN THE BASE BID. FOR AREAS WITH DAYLIGHTING CONTROL, THE DAYLIGHTING SET-POINTS SHALL BE COORDINATED WITH THE OWNER FOR EACH AREA PRIOR TO FINAL PROGRAMMING OF THE DAYLIGHTING SENSOR(S). ALL PROGRAMMING/COMMISSIONING SHALL BE DONE BY A FACTORY CERTIFIED OR TRAINED PERSON.GENERAL LIGHTING CONTROL NOTES:NO. DESCRIPTION DATE FTVFFTVTVTVTVFEIIIIIIIIEIECRCRCRJEETTTFFFFFTFFMMTMMTMMTTMMTPLAY ROOM116MEETING ROOM105TABLES & CHAIRS STORAGE106INDOOR STORAGE107OUTDOOR STORAGE108OFFICE104WOMEN'S RESTROOM119MEN'S RESTROOM118ELECTRICAL / DATA ROOM113AMECHANICAL ROOM114TURN STORAGE117GAME ROOM113MUSIC ROOM112EXERCISE ROOM109SOUTH PATIO01WEST PATIO02NORTH PATIO03SOCIAL HALL111HALLWAY1BHALLWAY1CENTRY LOBBY102HALLWAY1ARECEPTION AREA103ENTRY VESTIBULE101SPLIT WIRE TOPFOR DISPOSAL, BOTTOM FORDISHWASHERWPWPB-36ACACWPWPWPWPWPWPWPB-23B-45B-42B-35B-40B-39A-15B-37A-33,353/4"C.-3#10+GNDB-43B-38ACACACA-37,393/4"C.-#8'sB-17B-44B-16B-21B-20'B'B-331WP'A'EWCB-24B-22FIREPLACEKITCHEN110FIREPLACEFIREPLACEB-25B-47B-27B-29777BBQ7B-32B-34'COMM.BOARD'899B-28A-28,301"C.-2#6+GNDA-23,251"C.-2#6+GND2D-32D-33D-43D-43D-43D-43D-43D-43D-42D-32D-33D-43D-42D-32D-33D-42D-32D-32D-33D-43D-42D-33D-43D-42T-3B-31101010101010101082"100"M11'ACCESSCONTROLBOARD'1212B-1413(B/E5.0)B-26A-21A-19A-14A-173D-4 3D-482"B-46B-18B-41B-49141414141414141478"B-19B-51(C/E5.0)PLAY ROOM116MEETING ROOM105TABLES & CHAIRS STORAGE106INDOOR STORAGE107OUTDOOR STORAGE108OFFICE104WOMEN'S RESTROOM119MEN'S RESTROOM118ELECTRICAL / DATA ROOM113AMECHANICAL ROOM114TURN STORAGE117GAME ROOM113MUSIC ROOM112EXERCISE ROOM109SOUTH PATIO01WEST PATIO02NORTH PATIO03??SOCIAL HALL111HALLWAY1BHALLWAY1CENTRY LOBBY102HALLWAY1ARECEPTION AREA103ENTRY VESTIBULE101222EF-43WH-2A-13EF-33EF-53E2.03'A''B'EF-26EF-16EH-2A-273/4"C.-2#8+GNDCU-1A-16,183/4"C.-2#8+GNDA-20,223/4"C.-2#10+GNDCU-2A-24,263/4"C.-2#8+GNDCU-3F-1F-2F-3A-83/4"C.-2#10+GNDA-10A-123/4"C.-2#10+GND44442"B-30B-1A-45EH-1A-29,31GAS WATERHEATERCP-1A-6A. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC.GENERAL NOTES: KEY NOTES:#10 ACCESS CONTROL CONNECTION TO DOOR FRAME, REFER TOSYMBOL SCHEDULE11 CONNECTION TO MICROWAVE/RANGE HOOD MOUNTED ABOVERANGE, COORDINATE WITH MILLWORK PRIOR TO ROUGH-IN.12 PROVIDE AND INSTALL NEMA 14-50R RECEPTACLE INWEATHERPROOF ENCLOSURE AT COLUMN.13 PROVIDE AND INSTALL 4-POLE, ELECTRICALLY HELD, LIGHTINGCONTRACTOR IN NEMA 1 ENCLOSURE WITH 30A CONTACTS FORCONTROL OF HEAT-TRACE CIRCUITS. CONTRACTOR SHALL BECONTROLLED BY POWER-LINK CONTROLLABLE BREAKER. LABEL"HEAT-TRACE CONTACTOR"14 PROVIDE AND INSTALL 2-GANG FLOORBOX WITH 1-DUPLEXRECEPTACLE; HUBBELL P/N: CFB2G25RCR/CFBS1R6CVR***. E.C.SHALL FIELD COORDINATE PLACEMENT OF FLOORBOXES WITHOWNER PRIOR TO INSTALLATION.1 INSTALL DEVICES ON KITCHEN ISLAND. COORDINATE WITHMILLWORK SHOP DRAWINGS.2 4 SQ. BOX W/SINGLE GANG MUDRING AND 1/2" CONDUIT TORESPECTIVE FURNACE3 CONNEC TO UNSWITCHED LEG OF LIGHTING CIRCUIT; CONTROL ASINDICATED.4 PROVIDE 1/2" CONDUIT AND CONDUCTORS BETWEEN FURNACE ANDCORRESPONDING OUTDOOR CONDENSING UNIT. COORDINATE SIZEAND NUMBER OF CONDUCTORS WITH M.C. PRIOR TO ROUGH-IN.PROVIDE CONNECTION BETWEEN FURNACE AND ASSOCIATEDOUTSIDE AIR MOTORIZED DAMPER, COORDINATE WITH M.C.5 PROVIDE AND INSTALL EMERGENCY BOILER SHUTDOWN. SUCH ASALPS P/N: BSD120N1. ROUTE BOILER CIRCUIT THROUGH PUSHBUTTON.6 CONNECT TO LIGHTING CIRCUIT & CONTROLS7 E.C. SHALL PROVIDE CONNECTION TO GAS SHUT-OFF SOLENOID,COORDINATE WITH M.C. GAS SHUT-OFF SOLENOID TO BECONTROLLED BY TIMER SWITCH PROVIDE ALL REQUIREDCONNECTIONS.8 IRRIGATION CONTROLLER. PROVIDE AND INSTALL A 1" CONDUITFROM CONTROLLER, ACROSS WALK TO LANDSCAPE FOR CONTROLCABLE.9 CONNECTION TO AUTOMATIC ADA DOOR, PROVIDE ALL REQUIREDCONNECTION AND ROUGH-IN OF PUSHBUTTONS. COORDINATE WITHG.C. PRIOR TO ROUGH-IN.8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.comPROJECT NAME:SHEET NAME:OF SHEET NUMBER:DRAWN BY: BRPCHECKED BY: SAMREVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERDYER GROUP LLC343 E 4th N SUITE 108REXBURG, ID 83440-6001CONTACT: WINSTON DYER(208) 390-9700STRUCTURAL ENGINEERARW ENGINEERS1594 WEST PARK CIRCLEOGDEN, UT 84404CONTACT: JUSTIN NASERjustinn@arwengineers.com(801) 782-6608MECHANICAL ENGINEERENGINEERED SYSTEMS ASSOCIATES1135 EAST CENTER STREETPOCATELLO, ID 83204CONTACT: DWAYNE SUDWEEKSdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPAYNE ENGINEERING INC.1823 EAST CENTER STREETPOCATELLO, ID 83201CONTACT: TODD PAYNEpayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWEAVER & ASSOCIATES1605 S WOODRUFF AVENUEIDAHO FALLS, ID 83404CONTACT: DAVE WEAVERweaverlandscaping@gmail.com(208) 529-9504SPECIFICATIONS CONSULTANTRESIN ARCHITECTURE520 SHOUP AVENUEIDAHO FALLS, ID 83402CONTACT: GRAHAM WHIPPLEgraham@resinarchitecture.com(208)-757-5700UNIVERSITY VILLAGECOMMUNITY CENTERP.E. JOB #190605/08/195/10/2019 11:30:08 AMPOWER/DATAAND MECH.CONNECTIONPLANSE2.01010569SCALE: 1/8" = 1'-0"1POWER & DATA PLAN16'8'0"NORTHSCALE: 1/8" = 1'-0"2MECHANICAL CONNECTIONS PLAN16'8'0"NORTHSCALE: 1/4" = 1'-0"3ENLARGE MECH. ROOMNO. DESCRIPTION DATE JJJJJJPFSTSTSFCATWALKCATWALKCATWALKCATWALKCATWALKATTICACCESSHATCH(TYP)F4A-9WPWP1WP1WP11WP1B-12B-10445PLAY ROOM116MEETING ROOM105TABLES & CHAIRS STORAGE106INDOOR STORAGE107OUTDOOR STORAGE108OFFICE104WOMEN'S RESTROOM119MEN'S RESTROOM118ELECTRICAL / DATA ROOM113ATURN STORAGE117GAME ROOM113MUSIC ROOM112EXERCISE ROOM109SOUTH PATIO01WEST PATIO02NORTH PATIO03SOCIAL HALL111HALLWAY1BPANTRY110AHALLWAY1CENTRY LOBBY102HALLWAY1ARECEPTION AREA103ENTRY VESTIBULE101ENTRY PATIO26SOUTH WALKWAY27NORTH WALKWAY28KITCHEN11023'FACP/VEP'A-2FIRE ALARM SYSTEM NOTES:• FIRE ALARM SYSTEM CONDUIT ROUTING SHALL BE DETERMINED BY THE ELECTRICAL CONTRACTOR AND FIRE ALARM CONTRACTOR TO MEET THE SPECIFIED DESIGN CRITERIA.• ALL FIRE ALARM SYSTEM CABLING SHALL BE RUN IN CONDUIT OR WIREMOLD WHERE SURFACE MOUNTED RACEWAY MUST BE INSTALLED IN EXISTING FINISHED SPACES.• CONTRACTOR SHALL PROVIDE ADDITIONAL POWER SUPPLY AND AMPLIFIER PANELS WHERE REQUIRED TO MEET THE SPECIFIED DESIGN CRITERIA.• CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND REQUIRED CALCULATIONS TO THE AUTHORITY HAVING JURISDICTION AND OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROPOSED SYSTEM. INCLUDE LETTER WITH SHOP DRAWING SUBMITTAL TO ENGINEER.NEWFIRE ALARM &VOICE EVAC.PANEL(S)TYPICAL NOTIFICATIONAPPLIANCE CIRCUIT(STROBES)TYPICAL INITIATINGDEVICE CIRCUIT(SLC LOOP)CLASS BHPFSTSDMMCMRMTYPICAL NOTIFICATIONAPPLIANCE CIRCUIT(SPEAKERS)RAREMOTE ANNUNCIATOR(S) WITHMICROPHONE(VERIFY LOCATION WITH LOCAL AHJ)DCMCONDUIT (TYP)TO TELEPHONE BOARDDOOR HOLDERCIRCUITMECH. EQUIP.FAN SHUT DOWN120V CRKTADDITIONAL NAC &LIFIER PANELSAS NEEDED, INSTALLIN ELEC. ROOMSA. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC.GENERAL NOTES: KEY NOTES:#1 E.C. SHALL PROVIDE AND INSTALL HEAT TAPE FOR GUTTERS &DOWNSPOUTS; REFER TO ARCHITECTURAL DRAWINGS FORGUTTER/DOWNSPOUT LENGTHS AND LOCATIONS. FIELD MEASUREALL HEAT-TRACE LENGTHS PRIOR TO ORDERING CABLE, ETC.PROVIDE ALL COMPONENTS FOR A COMPLETE INSTALLATIONINCLUDING BUT NOT LIMITED TO; CLIPS, END SEALS, AND ETC. PERMANUFACTURER'S INSTALLATION INSTRUCTION. UTILIZE RAYCHEMICESTOP GM-1XT SERIES SELF-REGULATING HEATING CABLE.INSTALL PER MANUFACTURERS RECOMMENDATIONS.2 INSTALL FIRE BELL AND HORN/STROBE ABOVE FIRE DEPT.CONNECTION; FIELD LOCATION, COORDINATE LOCATION WITH FIRESPRINKLER CONTRACTOR PRIOR TO ROUGH-IN.3 PROVIDE MONITORING OF FLOW AND TAMPER SWITCHES; VERIFYEXACT NUMBER OF SWITCHES WITH FIRE SPRINKLER CONTRACTOR.4 ROUTE CIRCUIT THROUGH HEAT-TRACE CONTRACTOR NEXT TOPANEL.5 PROVIDE AND INSTALL SNOW SENSOR FOR HEAT-TRACE SYSTEM ONROOF. INSTALL PER MANUFACTURER RECOMMENDATIONS.PROVIDE 1/2"C., AND CABLE TO POWER-LINK PANEL, COORDINATECONNECTONS WITH RICHARD HAWKINS WITH BYU-I ELECTRICALSHOP.16'8'0"NORTH8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.comPROJECT NAME:SHEET NAME:OF SHEET NUMBER:DRAWN BY: BRPCHECKED BY: SAMREVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERDYER GROUP LLC343 E 4th N SUITE 108REXBURG, ID 83440-6001CONTACT: WINSTON DYER(208) 390-9700STRUCTURAL ENGINEERARW ENGINEERS1594 WEST PARK CIRCLEOGDEN, UT 84404CONTACT: JUSTIN NASERjustinn@arwengineers.com(801) 782-6608MECHANICAL ENGINEERENGINEERED SYSTEMS ASSOCIATES1135 EAST CENTER STREETPOCATELLO, ID 83204CONTACT: DWAYNE SUDWEEKSdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPAYNE ENGINEERING INC.1823 EAST CENTER STREETPOCATELLO, ID 83201CONTACT: TODD PAYNEpayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWEAVER & ASSOCIATES1605 S WOODRUFF AVENUEIDAHO FALLS, ID 83404CONTACT: DAVE WEAVERweaverlandscaping@gmail.com(208) 529-9504SPECIFICATIONS CONSULTANTRESIN ARCHITECTURE520 SHOUP AVENUEIDAHO FALLS, ID 83402CONTACT: GRAHAM WHIPPLEgraham@resinarchitecture.com(208)-757-5700UNIVERSITY VILLAGECOMMUNITY CENTERP.E. JOB #190605/08/195/10/2019 11:30:18 AMATTIC/ROOFELECTRICALAND FIRE ALARMPLANSE3.01010569SCALE: 1/8" = 1'-0"1ATTIC/ROOF ELECTRICAL PLANSCALE: 1/8" = 1'-0"2FIRE ALARM PLAN16'8'0"NORTHNO. DESCRIPTION DATESCALE: NONEAFIRE ALARM RISER DIAGRAM EXISTING TRANSFORMERPANEL'A'PANEL'B'GROUNDINGELECTRODESYSTEM1 1/2"C.,3#1+1#6G(2) 2"C.,EA.W/ 3#3/0SQUARE DPOWER LOGICMETER, ION 7560IN NEMA 1 ENCLOSUREBLDG.STEELWATERMAINGROUND BARAT MAIN TTBGRNDRODSSTAND-OFF GROUND BAR LOCATEDIN ELEC. RM NEXT TO SERVICE EQUIP.GROUND BAR SHALL BE ERICO #B543A010 OR EQUAL. PROVIDE AND INSTALL ALL REQ'DLUGS & TERMINALS. MOUNT VERT. TO CONSERVE AS MUCH WALL SPACE AS POSSIBLE.MAINSERVICEEQUIPMENTGNNEUTRAL TO GNDBOND AT THIS POINTONLY#1/0 Cu#4 CuCONCRETE ENCASEDELECTRODE3/4"C.,1#6Cu#1/0 Cu#1/0 Cu#2 CuBONDTO FIRESPRINKLERRISER#1/0 Cu6"3/4" C., 1#6 B.C. GRND.CONNECT TO BLDG. GROUNDSYSTEMFINISH FLOORTYPICAL CONDUITS OUT TO VOICE/DATA OUTLETS. SEE PLAN FORSIZE, ETC. (TYPICAL TOP & ORBOTTOM OF BOARD)4'X8'X3/4" PLYWOODPRIME & PAINT W/TWOCOATS GREY ENAMEL(INSTALL ON WALLS ASINDICATED ON PLANS)ANCHOR SECURELY TOWALL W/ CONST. ADHESIVE.DOUBLE-DUPLEXOUTLET(S) PER PLANS120V CIRCUITPER PLANSPULL CORDUNISTRUT ANCHORINCOMING UTILITY SERVICE CONDUIT(S)WITH INSULATED BUSHING. SEE SITEPLAN FOR SIZE, QUANTITY, ETC.GROUND BAR(SQ. D #PK27GTA)TELEPHONE, DATA,TV EQUIPMENT (TYP)INSTALL INSULATEDBUSHING ON ALLCONDUIT ENDS. (TYP)UNISTRUT ANCHOR6"3/4" C., 1#6 B.C. GRND.CONNECT TO BLDG. GROUNDSYSTEMFINISH FLOORTYPICAL CONDUITS OUT TO ACCESSCONTROL DEVICES. SEE PLAN FORSIZE, ETC. (TYPICAL TOP & ORBOTTOM OF BOARD)4'X8'X3/4" PLYWOODPRIME & PAINT W/TWOCOATS GREY ENAMEL(INSTALL ON WALLS ASINDICATED ON PLANS)ANCHOR SECURELY TOWALL W/ CONST. ADHESIVE.DOUBLE-DUPLEXOUTLET(S) PER PLANS120V CIRCUITPER PLANSUNISTRUT ANCHORGROUND BAR(SQ. D #PK27GTA)INSTALL INSULATEDBUSHING ON ALLCONDUIT ENDS. (TYP)UNISTRUT ANCHOR8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.comPROJECT NAME:SHEET NAME:OF SHEET NUMBER:DRAWN BY: BRPCHECKED BY: SAMREVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERDYER GROUP LLC343 E 4th N SUITE 108REXBURG, ID 83440-6001CONTACT: WINSTON DYER(208) 390-9700STRUCTURAL ENGINEERARW ENGINEERS1594 WEST PARK CIRCLEOGDEN, UT 84404CONTACT: JUSTIN NASERjustinn@arwengineers.com(801) 782-6608MECHANICAL ENGINEERENGINEERED SYSTEMS ASSOCIATES1135 EAST CENTER STREETPOCATELLO, ID 83204CONTACT: DWAYNE SUDWEEKSdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPAYNE ENGINEERING INC.1823 EAST CENTER STREETPOCATELLO, ID 83201CONTACT: TODD PAYNEpayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWEAVER & ASSOCIATES1605 S WOODRUFF AVENUEIDAHO FALLS, ID 83404CONTACT: DAVE WEAVERweaverlandscaping@gmail.com(208) 529-9504SPECIFICATIONS CONSULTANTRESIN ARCHITECTURE520 SHOUP AVENUEIDAHO FALLS, ID 83402CONTACT: GRAHAM WHIPPLEgraham@resinarchitecture.com(208)-757-5700UNIVERSITY VILLAGECOMMUNITY CENTERP.E. JOB #190605/08/195/10/2019 11:30:20 AMPOWER RISER &SCHEDULESE5.01010569S = SHUNT-TRIP BREAKER G = GFCI BREAKER P = POWER-LINK CONTROLLABLE BREAKERA = ARC-FAULT BREAKERGP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANELBRK NOTES:Power 1800 VA 100.00% 1800 VAReceptacle 35095 VA 64.25% 22547 VAOther 2700 VA 100.00% 2700 VAMotor 6096 VA 107.87% 6576 VATOTAL EST. DEMAND AMPS:334 ALighting 9797 VA 100.00% 9797 VATOTAL CONN. AMPS.:391 AHVAC 23616 VA 100.00% 23616 VATOTAL EST. DEMAND:80241 VAElectric Range - 3.5 kW to 8.75 kW 8000 VA 80.00% 6400 VATOTAL CONN. LOAD:93906 VAElectric Clothes Dryer 5000 VA 100.00% 5000 VALOAD CLASSIFICATION CONNECTED... DEMAND FACTOR EST. DEMAND PANEL TOTALSPANEL SUMMARYTOTAL AMPS:388 A 399 ATOTAL LOAD:46.5 kVA 47.9 kVA53 -- -- -- -- 16897 0 1 20 A -- -- 5451 PANEL B 125 A 2 17187 0 1 20 A -- SURGE PROTECTION DEVICE 5249 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 5047 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 4845 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 4643 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 4441 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 4239 -- -- -- -- 4000 0 1 20 A -- SPARE 4037 Electric Range - 3.5 kW to 8.75 kW 40 A 2 4000 0 1 20 A -- SPARE 3835 -- -- -- -- 2500 0 1 20 A -- SPARE 3633 Electric Clothes Dryer 30 A 2 2500 0 1 20 A -- SPARE 3431 -- -- -- -- 1000 0 1 20 A -- SPARE 3229 Heater EH-1 20 A 2 1000 2500 -- -- -- -- 3027 Heater EH-2 20 A 1 2000 2500 2 50 A Receptacle 2825 -- -- -- -- 2500 3468 -- -- -- -- 2623 Receptacle 50 A 2 2500 3468 2 50 A HVAC CU-3 2421 Receptacle 20 A 1 180 2628 -- -- -- -- 2219 Receptacle 20 A 1 180 2628 2 30 A HVAC CU-2 2017 Receptacle 20 A 1 180 4164 -- -- -- -- 1815 Receptacle - Washer 20 A 1 180 4164 2 50 A HVAC CU-1 1613 Water Htr Kitchen 20 A 1 1000 180 1 20 A Receptacle 1411 Lighting 20 A 1 657 1656 1 25 A Furnace F-3 129 Lighting - Attic 20 A 1 420 864 1 20 A Furnace F-2 107 Lighting 20 A 1 830 1920 1 30 A Furnace F-1 85 Lighting 20 A 1 1540 1656 1 20 A CIRC. PUMP 63 Lighting 20 A 1 450 360 1 20 A Boiler 41 Lighting 20 A 1 515 500 1 20 A R FACP 2CKT CIRCUIT DESCRIPTION NOTE AMPS P A B P AMPS NOTE CIRCUIT DESCRIPTION CKTPROVIDE PANEL WITH INTEGRAL SURGE PROTECTIONNOTES:MFGR/MODEL:SQ. D/NQ SERIESDIMENSIONS:20"W x 5.8"D x *"HFEED:BOTTOMENCLOSURE:NEMA 1BUSSING:SEE SPEC'SMBR AMPS:400 AMOUNTING:SURFACEWIRES:3PANEL AMPS:400 AFED FROM: PHASES:1PANEL TYPE:MBR UNIVERSITY VILLAGEPANEL LOCATION: VOLTAGE:120/240 SingleA.I.C. RATING:22kPROJECT NAME:PANEL: APAYNE ENGINEERINGS = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPEA = ARC-FAULT BREAKERGP = GFEPD BREAKER P = POWER-LINK CONTROLLABLE BREAKERBRK NOTES:TOTAL EST. DEMAND AMPS: 112 ATOTAL AMPS:143 A 141 ATOTAL LOAD:17.2 kVA 16.9 kVA53 SPARE -- 20 A 1 0 0 -- -- -- -- 5451 Receptacle 20 A 1 1440 0 2 30 A -- SURGE PROTECTION DEVICE 5249 Receptacle 20 A 1 1080 0 1 20 A -- SPARE 5047 Receptacle 20 A 1 180 1080 1 20 A Receptacle 4845 Receptacle 20 A 1 760 360 1 20 A Receptacle 4643 Receptacle 20 A 1 540 180 1 20 A Receptacle 4441 Receptacle 20 A 1 900 900 1 20 A Receptacle 4239 Receptacle 20 A 1 900 720 1 20 A Receptacle 4037 Receptacle 20 A 1 1680 720 1 20 A Receptacle 3835 Receptacle 20 A 1 720 360 1 20 A Receptacle 3633 Receptacle 20 A 1 1040 360 1 20 A Receptacle 3431 Receptacle 20 A 1 360 1086 1 20 A Receptacle 3229 Receptacle 20 A 1 180 360 1 20 A Receptacle 3027 Receptacle 20 A 1 180 400 1 20 A ADA Doors 2825 Receptacle 20 A 1 180 713 1 20 A Receptacle 2623 Receptacle 20 A 1 360 1360 1 20 A Receptacle 2421 Receptacle 20 A 1 720 180 1 20 A Receptacle 2219 Receptacle 20 A 1 720 1080 1 20 A Receptacle 2017 Receptacle 20 A 1 360 1080 1 20 A Receptacle 1815 SPARE (POWER-LINK) -- 20 A 1 0 180 1 20 A Receptacle 1613 Lighting - Exterior Soffit P 20 A 1 250 500 1 20 A P Heat-trace Contactor 1411 Lighting - Facsia P 20 A 1 1000 1000 1 20 A P Heat-trace 129 Lighting - Facsia P 20 A 1 1000 1500 1 20 A P Heat-trace 107 Lighting - Exterior P 20 A 1 850 1000 1 20 A P Lighting - Facsia 85 Receptacle - Exterior P 20 A 1 540 1000 1 20 A P Lighting - Facsia 63 Receptacle - Exterior P 20 A 1 540 720 1 20 A P Receptacle - Exterior 41 Receptacle - Exterior P 20 A 1 540 300 1 20 A P Lighting - Poles 2CKT CIRCUIT DESCRIPTION NOTE AMPS P A B P AMPS NOTE CIRCUIT DESCRIPTION CKTPROVIDE PANEL WITH INTEGRAL SURGE PROTECTION, POWER-LINK PANELNOTES:MFGR/MODEL:SQ. D/POWER-LINKDIMENSIONS:20"W x 5.8"D x *"HFEED:BOTTOMENCLOSURE:NEMA 1BUSSING:SEE SPEC'SMBR AMPS:N/AMOUNTING:SURFACEWIRES:3PANEL AMPS:200 AFED FROM:APHASES:1PANEL TYPE:MLO UNIVERSITY VILLAGEPANEL LOCATION: VOLTAGE:120/240 SingleA.I.C. RATING:22kPROJECT NAME:PANEL: BPAYNE ENGINEERINGSCALE: NONE1POWER RISER DIAGRAMSCALE: NONEABLDG GROUNDING ELECTRODE SYSTEM DETAILSCALE: NONECTELEPHONE TERMINAL BOARD (TTB) DETAILSCALE: NONEBACCESS CONTROL DEVICES DETAILNO. DESCRIPTION DATE