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20160114 Approved L&I Plans 05232016KCDA - YELM HIGH III 126'x 66'MODULAR CLASSROOM SYMBOLS LEGEND GENERAL NOTES 1. THE TERM IBC SHALL APPLY TO THE CURRENT EDITION OF 1 Ref THE INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATES OF OREGON AND WASHINGTON. FOR PROJECTS IN s ELEVATION BUBBLE ALL OTHER STATES IT SHALL APPLY TO THE CURRENT 4(� EDITION OF THE UBC OR IBC AS ADOPTED BY THAT STATE. 1 Ref 2. ALL CONTROLS AND HARDWARE SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. 1 SIM 3. LOCAL JURISDICTION TO DETERMINE COMPLIANCE WITH SECTION BUBBLE A( A101 CHAPTER 29 (WITH REGARD TO ADJACENT FACILITIES) IN ACCORDANCE WITH THEIR CURRENTLY ADOPTED EDITION OF THE UBC OR IBC. SIM 1 DETAIL BUBBLE 4. WHERE REQUIRED, PORTABLE FIRE EXTINGUISHERS SHALL BE A101 INSTALLED IN ACCORDANCE WITH SECTION 906 OF THE 2012) INTERNATIONAL FIRE CODE. 1 SIM 5. PER WAC 296 -15OF -0605 REQUIRES TOILET FACILITIES LOCATED IN DETAIL CALLOUT A101 AN ADJACENT FACILITY TO BE NOTED ON THE PLAN SUBMITYAL AND THAT THE REQUIREMENTS OF ICC CHAPTER 29, SECTION 29102, TABLE 2902.1 OF THE STATE BUILDING CODE MUST BE VERIF -IED BY THE LOCAL JURISDICTION BUILDING OFFICIAL AND SHOWM ON Q GRID BUBBLE THE NLEA. 6. PER IBC 2012 CHAPTER 17, SPECIAL INSPECTION REQUIRED IN Name ELEVATION LEVEL ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING Elevation CODE. SECTION 1705 AND ALL APPLICABLE CRITERIA IS SUBJECT TO WELDING FOR THIS PROJECT P.E. CAN PERFORM THE INSPECTION. 7. THIS SET OF PLANS PREPARED AND SUBMITTED FOR MOD A MODULE TAG APPROVAL UNDER THE FOLLOWING CODES: BUILDING 2012 IBC/WAC 51 -50 MECHANICAL 2012 IMC/WAC 51 -52 <S> WALL TAG PLUMBING 2012 UPC/WAC 51 -56 ENERGY 2012 WSECMAC 51 -11 C ELECTRICAL 2014 NEC 101 DOOR TAG 8. SPECIAL INSPECTION OF WOOD SHEAR WALLS WITH FASTENER SPACING OF 4" OR LESS WILL BE PERFORMED BY THE ENGINEER OF RECORD. A REPORT SHALL BE SUBMITTED TO THE 1t WINDOW TAG DEPARTMENT AND PLACED INTO THE APPROVED SET. Al REVISION TAG q_ CENTERLINE 07 DESIGN CRITERIA GENERAL CONSTRUCTION TYPE VB (SPRINKLERED) OCCUPANCY GROUP E ALLOWABLE BUILDING AREA 9,500 SF / (1) STORIES ' BUILDING AREA 8,283 SF / (1) STORY DISTANCE TO PROPERTY LINE OR ASSUMED PROPERTY LINE NORTH: 10' MIN. SOUTH: 10' MIN. EAST: 10' MIN. WEST: 10' MIN. DRAFTSTOPPING NOT REQUIRED (PER IBC 718.4.2, EXCEPTION 2) OCCUPANCY LOAD 296 OCCUPANTS (SEE SUMMARY ON SHEET A 3.0) EXITS REQUIRED 2 COMMON PATH OF EGRESS 75 FEET (2) EXITS OR EXIT ACCESS DOORWAYS 1/3 DIAGONAL DISTANCE - MIN. (PER IBC 1015.2.1 EXCEPTION 2) ALLOWABLE EXIT ACCESS TRAVEL DISTANCE 250 FEET (PER IBC TABLE 1016.2 W/ SPRINKLERS) CORRIDOR FIRE - RESISTANCE RATING 0 HOUR (PER IBC TABLE 1018.1 W/ SPRINKLERS) CORRIDOR WIDTH I 72 CHES ELECTRICAL ELECTRICAL SERVICE LOAD (3) 200A / 120/208V / 3 PH. 1 73.2 kVA MECHANICAL VENTILATION OCCUPANCY LOAD 206 CLIMATE ZONE 4B /5C HEATING SPV/HP AIR - CONDITIONING YES PLUMBING PLUMBING OCCUPANCY LOAD 296 (148) MALE / (148) FEMALE REQUIRED PLUMBING FIXTURES WC: (3) MALE/(5) FEMALE; LAV: (2) MALE/(3) FEMALE; DRINKING FOUNTAIN: (1); SERVICE SINK: (0) PROVIDED PLUMBING FIXTURES WC: (4) MALE/(5) FEMALE; LAV: (2) MALE/(3) FEMALE; DRINKING FOUNTAIN: (1); SERVICE SINK: (1) QUANTITY OF PLUMBING FIXTURES 18 STRUCTURAL ROOF SNOW LOAD 25 PSF FLOOR LIVE LOAD 50 PSF + 100 PSF (CORRIDOR) WIND LOAD Lambda = 1.0 Vult = 140 MPH (Vasd = 108 MPH) 3 SECOND GUST - EXP. B SEISMIC BEARING WALL SYSTEM: Ss = 1.254, Fa = 1.000 Sds = 0.836, RISK CATEGORY II le = 1.0, SEISMIC DESIGN CATEGORY D, SITE CLASS D REV. DESCRIPTION 1 PLAN REVIEW/MODERN ENERGY CODE NOTES 1. ALL BUILDING THERMAL ENVELOPE INSULATION SHALL BE MARKED IN ACCORDANCE WITH WSEC C303.1.1 ANP INSTALLED PER WSEC C303.1.2 2. BLOWN -IN INSULATION SHALL BE INSTALLED AND CERTIFIED PER WSEC C303.1.1.1 3. ALL AIR BARRIER MATERIALS SHALL BE ASTM E2178 RATED OR AS LISTED IN WSEC C402.4.1.2.1 4. AIR BARRIER COMPLIANCE OPTIONS: AIR BARRIER TESTING AND REPORTIING TO BE CONDUCTED PER WSEC C402.4.1.2.3 FOR THE STATE O)F WASHINGTON 5. PENETRATIONS OF THE AIR BARRIER SMALL BE CAULKED, GASKETED OR SEALED PER WSEC C402.4.2 6. ALL FENESTRATION ASSEMBLIES SHALL- BE LABELED BY THE MANUFACTURER PER WSEC C303.1.3 & C402.4.3 7. AIR ECONOMIZER SHALL BE CAPABLE O)F PROVIDING 100% OUTSIDE AIR PER WSEC C403.3.1.1.1 8. ECONOMIZER HIGH -LIMIT SHUTOFF CONTROL IS ELECTRONIC ENTHALPY PER MANUFACTURER'S SPECIFICATIONG AND WSEC C403.3.1.1.3 9. MECHANICAL VENTILATION SYSTEM SHALL HAVE THE CAPABILITY TO REDUCE THE OUTSIDE AIR SUPPLY TO THE MINIW/IUM REQUIRED PER WSEC C403.2.5 10. OUTSIDE AIR AND EXHAUST AIR DAMPEIRS SHALL BE RATED PER WSEC C402.4.5.2 & C403.2.4.4 lvd R-_"e_o'.60jE'r J C , SHEET INDEX SHT. NO. SHEET NAME Current Rev. Rev Issued By A 0.0 COVER SHEET 5/10/16 TS A 0.1 FIRE & LIFE SAFETY PLAN A 1.0 FLOOR PLAN A1.1 REFLECTED_ CEILING PLAN__ A 2.0 EXTERIOR ELEVATIONS A 3.0 FINISH NOTES & SCHEDULES A 4.0 INTERIOR ELEVATIONS S 1.0 FOUNDATION PLAN S 2.0 ROOF FRAMING PLAN S3.0 BUILDING SECTIONS 5/10/16 TS S 4.0 FOUNDATION NOTES & DETAIL_S _S4.1 DETAILS 5/10/16 TS E 0.1 ELEC. NOTES, PANELS & CALCS. 5/10/16 TS E 1.0 ELECTRICAL PLAN 5/10/16 TS E 2.0 LIGHTING PLAN 5/10/16 TS M 1.0 HVAC PLAN 5/10/1.6 TS P 1.0 PLUMBING NOTES & ISOMETRICS '0 f � -� �f�� I � 3� 'j V r_ %A g ( "DI��U ► ��2 6 l �I `J SYSTEM COMMISSIONING NOTES 1. PRIOR TO CONSTRUCTION, A COMMISSIONING PLAN SHALL BE DEVELOPED PER WSEC C408.1.1. THE COMMISSIONING PLAN SHALL BE USED DURING CONSTRUCTION TO INSURE PROPER INSTALLATION, TESTING AND BALANCING OF BUILDING SYSTEMS AS FOLLOWS: MECHANICAL SYSTEM PER WSEC C408.2 REQUIRED LIGHTING AND CONTROLS PER WSEC C408.3 REQUIRED SERVICE WATER HEATING PER WSEC C408.4 NOT REQUIRED (EXCEPTION #1) ENERGY METERING PER WSEC C408.5 NOT REQUIRED (PER C409.1) 2. UPON COMPLETION OF CONSTRUCTION, A PRELIMINARY COMMISSIONING REPORT SHALL BE COMPLETED AND CERTIFIED AND PROVIDED TO THE BUILDING OWNER PER WSEC C408.1.2. 3. OPERATING AND MAINTENANCE MANUALS FOR ALL COMMISSIONED BUILDING SYSTEMS SHALL BE PROVIDED TO THE BUILDING OWNER PER WSEC C408.1.3.2. 4. DOCUMENTS, MANUALS AND REPORTS REQUIRED BY WSEC C408.1.3 SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF RECEIVING THE CERTIFICATE OF OCCUPANCY. 5. A FINAL COMMISSIONING REPORT SHALL BE PROVIDED TO THE BUILDING OWNER PER WSEC C408.1.3.4. 6. THE BUILDING OWNER SHALL BE TRAINED IN PROPER OPERATION AND MAINTENANCE OF ALL COMMISSIONED BUILDING SYSTEMS PER WSEC C408.1.4. 1!4'!fxm or YI A. e. OF LABOR & OiL: dl � CON-- vTlO`! C(XPL',* 'IM Fr1 NO_LZ � / � ` S r72- S'1271707 TO F77711', , - °.nnra C. 7- -.,., ..I CIS VIOLA;, -;I L,= •r.• 0.V I.v M 1. a..lt . BY: -------------- - - - - -- Electrical Redlines are located on drawing E0.1 Tf i OF WAW Zm DTI, D1FP°C, OF I a is :I -"CI TUCAL Jrt,R►,'N itHVTEW /SLCT1'1_ ? P LAN A PP Y •"" < •P TAI L, r�•LELD [t0, 7W11C R4, OR I. A"" ,,'v'G , JEPARI'IvII: I I?k�? UIRE::M EL. .� DATE BY SHEET SEOFDCNTAN TS THIS ODERN COVER SHEET THIS DOCUMENT AND THE IDEAS AND 5/10/16 TS DESIGNS INCPRPORATED HEREIN ARE THE PRC)PERTY OF MODERN BUILDING SYSTEMS PROD. BUILDING SYoTEMS INC. AND ARE 126' x 66' CLASSROOM NOT TO BE UoED IN WHOLE OR IN MODERN BUILDING SYSTEMS INC PART FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN TELEPHONE: (503) 749-4949 FAX (503) 74 9.4950 KCDA YELM HIGH AUTHORIZATION N P.O. BOX 110, 9993 PORTER ROAD, AIMSVILLE, OR 97325 CHECKOUT OUR WEB PAGE: r .moderribuldilpsystems.com ©MODERN BIN WING SYSTEMS, INC. 2015 ADDRESS 1315 YELM AVE. WEST, YELM, WA 98597 2 1543 O`y GISTEkE ONAL 2016 -DH -09 SHErT # A 0.0 DRw VF/ TS 'DATE 4/19/16 MOD A B C MOD B D E MOD C F G MOD D H MOD E J K MOD F M MOD G N O M0 H P O MOD J R 1 1/2" 13'- 10" 1 1/2" 13'- 10" 1 1/2" 13'- 10" 1 112" 13'- 10" 1 1/2" 13'- 10" 1 12.. 13' - 10" 1 2" 13'- 101" 1 2" 13'- 10" 6' -0" 6' -4" 10 "2' -9" 2' -9" 6' -0" V- 61' -6" 6' -0" 6' -4" 10 "2' -9" 2' -9" 6' -0" 1' -6" 1' -6" 6' -0" 1'- 11 "2' -9" 1' -8" 6' -4" 6' -0" 1'- 6 "' -6" 6' -0" 1'- 11 "2' -9" 1' -8" 6' -4" 6' -0" V -6" Le ur RAMP & LANDING MECH 1 MECH MECH MECH II UNIT A U NIT UNIT C II II UNIT E II II UNIT G II r - - - - - S 3.0 — — O — — - — - — - — - — - — - — - — - I I PLENUM PLENUM i i PLENUM PLENUM I I II oo 00 I II II II 00 'o 00 00 2x6 FLOOR PLAN LEGEND I I I 11 10 ( 10 i 2 x 6 SHEAR WALL AT EXTERIOR 00 ol I O I I I 4 II II i i 2 x 4 SHEAR WALL AT M.L. (U.NO.) w I I I S 4.1 10 00 2 x 6 LOAD BEARING WALL 11 ®2 x 4 SOUND WALL AT PLENUM (2) WHITE BOARDS - TYP. I (2) WHITE BOARDS - TYP. FLOOR I I AT CLASSROOM A, B, E & F AT CLASSROOM C, D, G & H ol II I II BOYS II II I SIMP. HDU2- SDS2.5 W/ I I I I - o RESTROOM � <1 (6) 1/4" DIA. x 2 -1/2" L. 6 II ' SDS SCREWS 00 N CLASSROOM A i CLASSROOM C CLASSROOM G 00 ol II I CLASSROOM E 00 10 2 10 S 3.0 I Z W — — 2x6 �a� r 10 I I L u-wo lo o II I i II II I w o 00 00 'o ol V-91/2" 10 00 I 18" MIN. 10 2 x 4 PLUMBING CLR. WALL I 2 t� CSI 11 13 , II II A 3.0 N N II O O II % RAMP & STAIRS I TEACHER FEA HER TEACHER TEACHER CABINET NET O M CD CABINET M FCABINET J Y -1 I I I --------- - - - - -- FEC I II II I II A40 II II 11 II II II `t I °, �I I °, LFEC CORRIDOR SLOPE FLOOR 4' -0" co i co 13 A 4.0 AROUND FLOOR °, a I S 4.1 2 DRAIN, MIN. 1/16" II II I II A 4.o II — — — — — — — II —12 SLOPE - TYP. II II II — — s I 3 - — - - - - - I r - TEACHER cV p: TEACHER Awl 10 i TEACHER N TEACHER - - - - -- CABINET ' CABINET CABINET 00 cr) - - -- ' ® �—J II — — 12 14 Cl o S 4.1 N ROOF FLOOR FLOOR L NOTE: TRUCK AT THIS END FOR DELIVERY PLAN NORTH n FLOOR PLAN 3/16" = ') � —O" TRUE NORTH NOTE: TRUCK AT THIS END FOR DELIVERY � I 6' -0" 1' -6" MOID B MOD C H I SOD D n REFLECTED CEILING PLAN U 3/16" = 1' -0" MOD F MOD G [MOD H R REFLECTED CEILING PLAN NOTES 1. DIMENSIONS TO FLOOR, WALLS AND CEILING ARE TO FACE OF FINISH (U.N.O.) REFLECTED CEILING SYMBOL LEGEND 2'x 4' FLUORESCENT LAY -IN FIXTURE 4' FLUORESCENT SURFACE MOUNTED FIXTURE ® CEILING MOUNTED EXHAUST FAN 1�7 WALL MOUNTED LIGHT FIXTURE CEILING MOUNTED OCCUPANCY SENSOR AUTOMATIC DAYLIGHT SENSOR PERFORATED FIBER CEMENT VENTED SOFFIT REV. DESCRIPTION DATE BY SHEET REUSE OF DOCUMENTS 'ERN REFLECTED CEILING PLAN THIS DOCUMENT AND "THE IDEAS AND DESIGNS INCORPORATTED HEREIN ARE THE PROPERTY O)F MODERN BUILDING SYSTEMS PROJ. 126' x 66' CLASSROOM BUILDING SYSTEMS INIC. AND ARE NOT TO BE USED IN WIHOLE OR IN MODERN BUI I SYSTEMS Irar PART FOR ANY OTHER! USE OR KC DA YELM HIGH PROJECT WITHOUT WFRITTEN TELEPHONE: (503) 74 &4949 FAX: (503) 7494950 AUTHORIZATION. P.O. BOX 110, 9493 PORTER ROAD, AUMSYILLE, OR 97325 III CHECK OUT OUR WEB PAGE: www.modemlwikl;;gs edns.mn ©MODERN BUILDING SYSTEMS, INC. 2010 ADDRESS 1315 YELM AVE. WEST, YELM, WA 98597 tA.R of S 21543 �V� ONAL E� JOB* 2016 -DH -09 SHEET # A1.1 DRW VF/TS I DATE 4/19/16 JANITOR-`­-:., GIRLS RESTROOM ir n REFLECTED CEILING PLAN U 3/16" = 1' -0" MOD F MOD G [MOD H R REFLECTED CEILING PLAN NOTES 1. DIMENSIONS TO FLOOR, WALLS AND CEILING ARE TO FACE OF FINISH (U.N.O.) REFLECTED CEILING SYMBOL LEGEND 2'x 4' FLUORESCENT LAY -IN FIXTURE 4' FLUORESCENT SURFACE MOUNTED FIXTURE ® CEILING MOUNTED EXHAUST FAN 1�7 WALL MOUNTED LIGHT FIXTURE CEILING MOUNTED OCCUPANCY SENSOR AUTOMATIC DAYLIGHT SENSOR PERFORATED FIBER CEMENT VENTED SOFFIT REV. DESCRIPTION DATE BY SHEET REUSE OF DOCUMENTS 'ERN REFLECTED CEILING PLAN THIS DOCUMENT AND "THE IDEAS AND DESIGNS INCORPORATTED HEREIN ARE THE PROPERTY O)F MODERN BUILDING SYSTEMS PROJ. 126' x 66' CLASSROOM BUILDING SYSTEMS INIC. AND ARE NOT TO BE USED IN WIHOLE OR IN MODERN BUI I SYSTEMS Irar PART FOR ANY OTHER! USE OR KC DA YELM HIGH PROJECT WITHOUT WFRITTEN TELEPHONE: (503) 74 &4949 FAX: (503) 7494950 AUTHORIZATION. P.O. BOX 110, 9493 PORTER ROAD, AUMSYILLE, OR 97325 III CHECK OUT OUR WEB PAGE: www.modemlwikl;;gs edns.mn ©MODERN BUILDING SYSTEMS, INC. 2010 ADDRESS 1315 YELM AVE. WEST, YELM, WA 98597 tA.R of S 21543 �V� ONAL E� JOB* 2016 -DH -09 SHEET # A1.1 DRW VF/TS I DATE 4/19/16 C ^) I == 9111p D)( E F )( G H )( I W193 MINT" N)(O T n SOUTH ELEVATION IN PLACE OF SKIRT RIM U 3/16" = 1'-0" aIlue R Roof/ Plate n 9' - 6" �1 TYP. INSIGNIA LOCATION WINDOW TRIM - TYP. Fin -Floor \\_0Grade n -2' - 611 �1 CNORTH ELEVATION IN PLACE OF SKIRT RIM 3/16" = 1' -0" (K)(J) (I )(H) (G)(F) (E)C[D) (C)rB� CA II II II LA 11 171=- 1 171 EAST ELEVATION 4 3/16" = 1' -0" REV. I DESCRIPTION Roof /_Plate 9' - 6" � Fin -Floor o' -o"� II \_0 - _Grade �� A RAS�r -21- 611 ��F w Asy N �til 21543 0 CISTE4�� S" ONAL ECG DATE BY SHEET REUSE OUMENT DOCUMEENTS jNDT , ERN EXTERIOR ELEVATIONS JO 2016 -DH -09 THIS DOCUMENT ADD THE IDEAS AND + ��»+ ��: ,� DESIGNS INCORPORATED HEREIN' ARE THE PROPERTY OF MODERN '� `TM BUILDING SYSTEMS PROD. BUILDING SYSTEM'.$ INC. AND ARE 126'x 66' CLASSROOM SHE # NOT TO BE USED IM WHOLE OR IN MODERN BUILDI Y T MG INC. /'\ . O PART FOR ANY OTHER USE OR L PROJECT WITHOUTf WRITTEN TELEPHONE: (503) 7491949 FAX: (5(3) 7494950 KC DA YELM HIGH AUTHORIZATION. P.O. BOX 110, 9493 PORTER ROAD, AUMSVILLE, OR 97325 III CHECK OUT OUR WEB PAGE: w .modembuildirgsyslms.c © MODERN BUILDING SYSTEMS, NC. 2016 ADDRESS 1315 YELM AVE. WEST, YELM, WA 98597 DRW VF/TS I DATE 4/19/16 FASTENING /SCHEDULE MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS (EXCEPT AS NOTED ON DRAWINGS) NOTE: ALL FASTENERS ARE 12d (.131) STANDARD SHEATHING FASTENING - U.N.O. FROM ESR -1539 JULY 2015 CONNECTION NO. / SPACING TYPE MIN. LENGTH RIM JOIST TO FLOOR JOIST 3 PER JOIST S JOIST TO JOIST 2 ROWS AT 12" O.C. STURDI - FLOOR T &G BLOCKING 2 EACH END Width Height Thickness Swing STUDS TO PLATES - END NAIL 2 EACH END AT 2 x 4 FLOOR UNDERLAYMENT STUDS TO PLATES - END NAIL 3 EACH END AT 2 x 6 8" EDGE BLOCKING 2 EACH END 8" FIELD JAMB STUD TO 4x HEADER MIN. 4 EACH END Q JAMB STUD TO 2x HEADER MIN. 2 EACH END 15 GA. STAPLE 2" STUD TO STUD (CRIPPLE, ETC.) 8" O.C. MIN. 7/16" CROWN UPPER TOP PLATE TO LOWER 2 EACH SIDE OF STUD 7/16" O.S.B. TOP PLATE 15 GA. STAPLE 2" PT BOTTOM PLATE TO FLOOR 2 EACH SIDE OF STUD * SEE GENERAL NOTE #5 RIM JOIST TO RAFTER 3 PER RAFTER 3'- 0" 6'- 8" 1 3/4" RH RIM JOIST TO TRUSS MIN. 2 PER TRUSS 4" EDGE RAFTER TO RAFTER 2 ROWS AT 12" O.C. 00 BLOCKING 2 EACH END W 2 x 4 LEDGER 2 ROWS AT 6" O.C. SC 2x BRACE TO RAFTER 14 AT RAFTER NOTE: ALL FASTENERS ARE 12d (.131) STANDARD SHEATHING FASTENING - U.N.O. FROM ESR -1539 JULY 2015 FLOOR CONSTRUCTION FINISH: SHEET VINYL AT RESTROOMS, MECH. & JANITOR, WALK -OFF MAT OVER DURADEK MEMBRANE_ AT ENTRY ALCOVES, BALANCE FIELD INSTALLED BY OWNER BASE: 4" VINYL AT RESTROOMS, MECH. & JANITOR, BALANCE FIELD INSTALLED BY OWNER UNDERLAYMENT: 3/8" CCP AT RESTROOMS, MECH. & JANITOR SUBFLOOR: 23/32" APA RATED SHEATHING (ACTS AS 1 PERM MAX. VAPOR BARRIER) (ACTS AS AIR BARRIER) JOISTS: 2 x 8 DF #2 AT 16" O.C., DBL. 2 x 8 AT ENIDS P.T. 2 x 8 JOISTS AT ENTRY ALCOVES, (3) 2 x 8 DF #2 UNDER BEARING WALLS RIM JOISTS: MURPHY L.V.L. 3100 Fb 2.0E 1.5" W N 7.25" D (ESR -1387 & ESR -2913) OFFSET RIMS: 2 x 4 INSULATION: R -30 U (2 LAYERS R -15 FIBERGLASS BATTS) BOTTOM CLOSURE: FS-25 EXTERIOR WALL CONSTRUCTION PLATE HEIGHT: 9' -6" SIDING: 5/16" FIBER CEMENT LAP SIDING (CEDAF:ZMILL) w/ 8" EXPOSURE OVER BARRIER WRAP PROVIDE FULL - HEIGHT 2" x 2" GALV. FLASHING BEHIND CORNER TRIM AT ALL CORNERS NON - STRUCTURAL SHEATHING: 5/8" TYPE'X' GYIP. SHEATHING PROVIDE MIN. 12" WIDE FULL - HEIGHT BARRIIER WRAP OVER GYP. SHEATHING & BEHIND FIBER CEMENT SIDING AT ALL CORNERS PROVIDE BARRIER WRAP OVER GYPSUM SHEATHING & UNDER FIBER CEMENT SIDING AT LOW EDGE OF EXTERIOR WALLS ALL AROUND - MIN. 12" A.F.F. AND LIP 8" BELOW E30TTOM OF SIDING STRUCTURAL SHEATHING: 7/16" O.S.B. STUDS: 2 x 6 DF STUD GRADE AT 16" O.C. INSULATION: R -21 U (FIBERGLASS BATTS) HEADERS TO BE (2) 2x W/ MIN. R -10 INSULATION BETWEEN. SEE DOOR & WINDOW SCHEDULE FOR SIZE. INTERIOR FINISH: • 1/2" TACKBOARD OVER 5/8" GYPSUM BOARD AT CLASSROOMS. • F.R.P. WAINSCOT OVER WATER RESISTANT GYP. BD. AT RESTROOMS • 5/8" V.C. GYPSUM BOARD AT BALANCE. SKIRT: 1/2" ROUGH -SAWN PLYWOOD INTERIOR WALL CONSTRUCTION PLATE HEIGHT: 10'- 1 -1/2" AT BEARING WALLS, TO BOT. OF TRUSS AT MARRIAGE LINES, 8' -1 1/8" AT BALANCE STUDS: 2 x 4 HF STUD GRADE AT 16" O.C. (U.N.O.) 2 X 6 DF STUD GRADE AT 16" O.C. & ALIGNED W/ TRUSSES AT INTERIOR BEARING WALLS INTERIOR FINISH: • 1/2" TACKBOARD OVER 5/8" GYPSUM BOARD AT INTERIOR OF CLASSROOMS. • F.R.P. WAINSCOT OVER WATER RESISTANT GYP. BD. AT RESTROOMS • 5/8" V.C. GYPSUM BOARD AT BALANCE. INSULATION: R -11 SOUND BATTS AT PLENUM WALLS CEILING NOTES CEILING HEIGHT: NOMINAL 8' -0" (U.N.O.) SUSPENDED T -GRID W/ ACOUSTIC TILE (REF: MFR'S INSTALLATION DATA) INSTALL SUSPENDED CEILING PER IBC, ASTM C635, C636,ESR -1308 AND 401 DATED 10/09 ATTACH LIGHT FIXTURES TO CEILING GRID W/ (4) #6 x 1" STSM SCREWS ATTACH HVAC DIFFUSERS TO CEILING GRID W/ (4) #6 x 1" STSM SCREWS LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED BY 12 GA. WIRES AT OPPOSITE CORNERS SUB -ROOF CONSTRUCTION ROOFING: 45 MIL. FIRE RATED EPDM OR TPO SHEATHING: 7/16" O.S.B. (24/16) (ACTS AS AIR BARRIER) SOFFIT: FIBER CEMENT VENTED SOFFIT FRAMING: G.N. TRUSSES AT 24" O.C. BEAMS: NONE INSULATION: MIN.R -38 (CELLULOSE) W/ FS -25 (FILL TRUSS CAVITY TO WITHIN 6" MAX. OF SHEATHING) (ACTS AS 1 PERM MAX. VAPOR BARRIER) OVERHANG: 16" ROOF PITCH: 3 IN 12 SPACING TYPE MIN. LENGTH FLOOR SHEATHING (UNBLOCKED) GROUP #1 23/32" CDX OR O.S.B. OR 6" EDGE 8d (.113) 2 -3/8" STURDI - FLOOR T &G 8" FIELD RING Width Height Thickness Swing Core SHANK FLOOR UNDERLAYMENT (GLUE & STAGGER JOINTS) 3/8" CCP 8" EDGE #7 SCREWS 1 -5/8" 6' - 0" 6' - 8" 13/4" PAIR OUT 8" FIELD HALF SHEATHING (ALL EDGES SUPPORTED) (U.O.N.) 7/16" O.S.B. 6" EDGE 15 GA. STAPLE 2" 1 - 12" FIELD MIN. 7/16" CROWN SHEATHING AT GRIDS'1' &'4' (ALL EDGES SUPPORTED) 7/16" O.S.B. *3" EDGE 15 GA. STAPLE 2" PT 8" FIELD MIN. 7/16" CROWN * SEE GENERAL NOTE #5 ON SHEET A 0.0 ROOF SHEATHING (UNBLOCKED) 3'- 0" 6'- 8" 1 3/4" RH SC 7/16" O.S.B. 4" EDGE 15 GA. STAPLE 2" HIF 8" FIELD MIN. 7/16" CROWN FLOOR CONSTRUCTION FINISH: SHEET VINYL AT RESTROOMS, MECH. & JANITOR, WALK -OFF MAT OVER DURADEK MEMBRANE_ AT ENTRY ALCOVES, BALANCE FIELD INSTALLED BY OWNER BASE: 4" VINYL AT RESTROOMS, MECH. & JANITOR, BALANCE FIELD INSTALLED BY OWNER UNDERLAYMENT: 3/8" CCP AT RESTROOMS, MECH. & JANITOR SUBFLOOR: 23/32" APA RATED SHEATHING (ACTS AS 1 PERM MAX. VAPOR BARRIER) (ACTS AS AIR BARRIER) JOISTS: 2 x 8 DF #2 AT 16" O.C., DBL. 2 x 8 AT ENIDS P.T. 2 x 8 JOISTS AT ENTRY ALCOVES, (3) 2 x 8 DF #2 UNDER BEARING WALLS RIM JOISTS: MURPHY L.V.L. 3100 Fb 2.0E 1.5" W N 7.25" D (ESR -1387 & ESR -2913) OFFSET RIMS: 2 x 4 INSULATION: R -30 U (2 LAYERS R -15 FIBERGLASS BATTS) BOTTOM CLOSURE: FS-25 EXTERIOR WALL CONSTRUCTION PLATE HEIGHT: 9' -6" SIDING: 5/16" FIBER CEMENT LAP SIDING (CEDAF:ZMILL) w/ 8" EXPOSURE OVER BARRIER WRAP PROVIDE FULL - HEIGHT 2" x 2" GALV. FLASHING BEHIND CORNER TRIM AT ALL CORNERS NON - STRUCTURAL SHEATHING: 5/8" TYPE'X' GYIP. SHEATHING PROVIDE MIN. 12" WIDE FULL - HEIGHT BARRIIER WRAP OVER GYP. SHEATHING & BEHIND FIBER CEMENT SIDING AT ALL CORNERS PROVIDE BARRIER WRAP OVER GYPSUM SHEATHING & UNDER FIBER CEMENT SIDING AT LOW EDGE OF EXTERIOR WALLS ALL AROUND - MIN. 12" A.F.F. AND LIP 8" BELOW E30TTOM OF SIDING STRUCTURAL SHEATHING: 7/16" O.S.B. STUDS: 2 x 6 DF STUD GRADE AT 16" O.C. INSULATION: R -21 U (FIBERGLASS BATTS) HEADERS TO BE (2) 2x W/ MIN. R -10 INSULATION BETWEEN. SEE DOOR & WINDOW SCHEDULE FOR SIZE. INTERIOR FINISH: • 1/2" TACKBOARD OVER 5/8" GYPSUM BOARD AT CLASSROOMS. • F.R.P. WAINSCOT OVER WATER RESISTANT GYP. BD. AT RESTROOMS • 5/8" V.C. GYPSUM BOARD AT BALANCE. SKIRT: 1/2" ROUGH -SAWN PLYWOOD INTERIOR WALL CONSTRUCTION PLATE HEIGHT: 10'- 1 -1/2" AT BEARING WALLS, TO BOT. OF TRUSS AT MARRIAGE LINES, 8' -1 1/8" AT BALANCE STUDS: 2 x 4 HF STUD GRADE AT 16" O.C. (U.N.O.) 2 X 6 DF STUD GRADE AT 16" O.C. & ALIGNED W/ TRUSSES AT INTERIOR BEARING WALLS INTERIOR FINISH: • 1/2" TACKBOARD OVER 5/8" GYPSUM BOARD AT INTERIOR OF CLASSROOMS. • F.R.P. WAINSCOT OVER WATER RESISTANT GYP. BD. AT RESTROOMS • 5/8" V.C. GYPSUM BOARD AT BALANCE. INSULATION: R -11 SOUND BATTS AT PLENUM WALLS CEILING NOTES CEILING HEIGHT: NOMINAL 8' -0" (U.N.O.) SUSPENDED T -GRID W/ ACOUSTIC TILE (REF: MFR'S INSTALLATION DATA) INSTALL SUSPENDED CEILING PER IBC, ASTM C635, C636,ESR -1308 AND 401 DATED 10/09 ATTACH LIGHT FIXTURES TO CEILING GRID W/ (4) #6 x 1" STSM SCREWS ATTACH HVAC DIFFUSERS TO CEILING GRID W/ (4) #6 x 1" STSM SCREWS LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED BY 12 GA. WIRES AT OPPOSITE CORNERS SUB -ROOF CONSTRUCTION ROOFING: 45 MIL. FIRE RATED EPDM OR TPO SHEATHING: 7/16" O.S.B. (24/16) (ACTS AS AIR BARRIER) SOFFIT: FIBER CEMENT VENTED SOFFIT FRAMING: G.N. TRUSSES AT 24" O.C. BEAMS: NONE INSULATION: MIN.R -38 (CELLULOSE) W/ FS -25 (FILL TRUSS CAVITY TO WITHIN 6" MAX. OF SHEATHING) (ACTS AS 1 PERM MAX. VAPOR BARRIER) OVERHANG: 16" ROOF PITCH: 3 IN 12 NOTES: 1. CAULK AND SEAL ALL EXTERIOR WINDOWS ALUMINUM AFF HARDWARE SCHEDULE GROUP #1 GROUP #2 GROUP #3 DOOR SCHEDULE 3 PAIR BUTTS 1 -1/2 PAIR BUTTS Mark Width Height Thickness Swing Core Lite Size Lite Glass Face Door Finish Frame Type Frame Finish Throat R.O. Type Hdw Group Fire Rating Door Header U -Value Remarks 1 6' - 0" 6' - 8" 13/4" PAIR OUT HM HALF CLR/TMP MTL PT PT HM 7 1/2" B; 1 - (2) 2 x 10 DF #2 0.38 2 6'- 0" 6'- 8" 1 3/4" PAIR OUT HM HALF CLR/TMP MTL PT PT HM 7 1/2" B 1 - (2) 2 x 10 DF #2 0.38 3 3'- 0" 6'- 8" 1 3/4" RH SC HALF CLR/TMP BIRCH PF HIF PF 7 1/4" 1 2 - 4 x 6 DF #2 - 4 3'- 0" 6'- 8" 13/4" LH SC HALF CLR/TMP BIRCH PF HF PF 7 1/4" 1 2 - 4 x 6 DF #2 - 5 31-011 61- 8" 13/419 LH SC HALF CLR/TMP BIRCH PF HF PF 7 1/4" 1 2 - 4 x 6 DF #2 - 6 3'- 0" 6'- 8" 13/4' RH SC HALF CLR/TMP BIRCH PF HF PF 7 1/4" 1 2 - 4 x 6 DF #2 - 7 3' - 0" 69-8" 13/411 LH SC - - BIRCH PF HF PF 6 3/4" 1 3 - 4 x 6 DF #2 - 8 3'- 0" 6'- 8" 13/4" RH SC - - BIRCH PF HF PF 6 3/4" 1 3 - 4 x6 DF #2 - 9 31-0" 6' - 811 13/411 LH SC - - BIRCH PF HF PF 4 3/4" 1 4 - 4 x 6 DF #2 - 10 3'- 0" 6'- 8" 1 3/4" RH SC - - BIRCH PF HF PF 4 3/4" 1 4 - 4 x 6 DF #2 - 11 3'- 0" 6'- 8" 13/4" RH SC HALF CLR/TMP BIRCH PF HF PF 7 1/4" 1 2 - 4 x 6 DF #2 - 12 3'- 0" 6'- 8" 1 3/4" LH SC HALF CLR/TMP BIRCH PF HF PF 7 1/4" 1 2 - 4 x 6 DF #2 - 13 3'- 0" 6'- 8" 13/4" LH SC HALF CLR/rMP BIRCH PF HF PF 7 1/4" 1 2 - 4 x 6 DF #2 - 14 1 3'- 0" 6'- 8" 1 13/4" 1 RH ISC I HALF I CLR/TMP I BIRCH I PF I HF I PF 7 1/4" 1 2 14 x 6 DF #2 - NOTES: 1. CAULK AND SEAL ALL EXTERIOR DOORS 2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT (U.N.O.) 3. ALL DOOR LEADS 4 -1/2" U.N.O. 4. ALL DOORS TO HAVE A OPENING FORCE NOT EXCEED 5 POUNDS WINDOW SCHEDULE Mark Count Width Height Type Frame Glass SHGC I U -VAL I Air Leakage I Ext. Trim I Int. Triim Window Header Comments A 16 6'- 0" 2'- 0" XO VINYL DUAL / LOW E 1 0.00 1 0.00 1.18CFWSF I 1 x 4 I VWS, (2) 2 x 10 DF #2 NOTES: 1. CAULK AND SEAL ALL EXTERIOR WINDOWS AL ALUMINUM AFF HARDWARE SCHEDULE GROUP #1 GROUP #2 GROUP #3 GROUP #4 GROUP #5 GROUP #6 GROUP #7 3 PAIR BUTTS 1 -1/2 PAIR BUTTS 1 -1/2 PAIR BUTTS 1 -1/2 PAIR BUTTS PANIC/PULL W/ LOCK LEVER/ LEVER W/ LOCK PUSH /PULL LEVER/LEVER W/ LOCK CLOSER (CLASSROOM) CLOSER (STOREROOM) REMOVABLE MULLION CLOSER WALL STOP WALL STOP WEATHER -STRIP WALL STOPS METAL DOOR W/ WOOD F2.0. WIDTH FRAME (PEASE & STANLEY) (INSWING) CALL SIZE + 2" DOOR BOTTOM P.O. HEIGHT CALL SIZE + 2" E2 1/2" MAX. ACCESSIBLE E FR.O. HEIGHT CALL SIZE + 1- 9/16" THRESHOLD STOCKER DOOR F;2.0. WIDTH CALL SIZE + 2 -1/4" 20 DOOR STOP CALL SIZE + 1 -3/8" G METAL DOOR W/ HOLLOW METAL FRAME (KNOCK -DOWN) F.O. WIDTH CALL SIZE + 2" AL ALUMINUM AFF ABOVE FIN. FLR. AO ALPINE OAK BA BRONZE ANODIZED BV BOTTOM VENT CDR CEDAR CLR CLEAR CS CAULK & SEAL FGL FIBERGLASS FP FACTORY PRIMED FPT FIELD PAINTED ABBREVIATIONS HB HARDBOARD HC HOLLOW CORE HF HEM FIRR HM HOLLOW METAL INS INSULATED KD KNOCK DOWN LH LEFT HANID LHR LEFT HANID REV MTL METAL NRW NARROW (rLITE) PF PREFINISFiED PT PAINT RH RIGHT HAND RHR RIGHT HAND REV SC SOLID CORE SF STOREFRONT STN STAIN TIM TIMELY FRAME TMP TEMPERED TTP TAPE, TEXTURE, PT VWS VINYL WRAP SURR. WD WOOD WLD WELDED ROOF CONSTRUCTION ROOFING: FIBERGLASS COMP. SHINGLES OVER (2) LAYERS 15# FELT (MIN. CLASS B), (6) STAPLES ICE AND WATER SHIELD OR MOP MIN. 2' -0" INSIDE WALL LINE AT EAVES SHEATHING: 7/16" O.S.B. (24/16) (ACTS AS AIR BARRIER) SOFFIT: PERFORATED FIBER CEMENT SOFFIT FRAMING: G.N. TRUSSES AT 24" O.C. INSULATION: NONE OVERHANG: 16" ROOF PITCH: 3 IN 12 RIDGE VENT EXTERIOR NOTES CORNER BATTS: 1 x 4 FASCIA: 1 x 6 BARGE: 1 x 6 GUTTERS: BY OTHERS DOWNSPOUTS: BY OTHERS 4 SIMILAR AT GRID LINE 1 REV.I DESCRIPTION DOOR ROUGH OPENING SCHEDULE LENGTH- EXTERIOR DOORS A METAL DOOR W/ HOLLOW METAL FRAME (WELDED) FR.O. WIDTH CALL SIZE + 4 -1/2" 382'- 6" FR.O. HEIGHT CALL SIZE + 2 -1/8" B DBL. METAL DOORS W/ HOLLOW METAL FRAME (WELDED) P.O. WIDTH CALL SIZE + 4 -1/2" INTERIOR 2x6 FR.O. HEIGHT CALL SIZE + 2 -1/8" C STOREFRONT DOOR F2.0. WIDTH CALL SIZE + 4 -1/2" 728 SF FR.O. HEIGHT CALL SIZE + 2 -1/8" D TIMELY SPLIT MEDIA DOOR FR.O. WIDTH CALL SIZE + 1 -1/4" 732 SF F2.0. HEIGHT CALL SIZE + 1" E1 METAL DOOR W/ WOOD F2.0. WIDTH FRAME (PEASE & STANLEY) (INSWING) CALL SIZE + 2" E P.O. HEIGHT CALL SIZE + 2" E2 METAL DOOR W/ WOOD FRAME (PEASE & STANLEY) (OUTSWING) P.O. WIDTH CALL SIZE + 2" E FR.O. HEIGHT CALL SIZE + 1- 9/16" F STOCKER DOOR F;2.0. WIDTH CALL SIZE + 2 -1/4" 20 P.O. HEIGHT CALL SIZE + 1 -3/8" G METAL DOOR W/ HOLLOW METAL FRAME (KNOCK -DOWN) F.O. WIDTH CALL SIZE + 2" 20 F.O. HEIGHT CALL SIZE + 1" 728 SF INTERIOR DOORS 1 HOLLOW/ SOLID WOOD DOOR W/ WOOD FRAME F.O. WIDTH CALL SIZE + 2" CORRIDOR MO. HEIGHT CALL SIZE + 2-1/8" 2 TIMELY FFZAME Rt.O. WIDTH CALL SIZE + 1 -1/4" 277 SF F.O. HEIGHT CALL SIZE + 1" 3 POCKET BOOR R;.O. WIDTH 2 x CALL SIZE + 2" E R.O. HEIGHT CALL SIZE + 4" 4 BI -PASS DOOR RLO. WIDTH CALL SIZE _ 300 R:.O. HEIGHT CALL SIZE + 2 -1/8" 5 BI -FOLD DOOR RLO. WIDTH CALL SIZE R;.O. HEIGHT CALL SIZE + 5/8" NOTE: ALL. TRIMMER HEIGHTS = R.O. CALL SIZE MINUS 1 -1/2" SIMILAR AT GRID LINES B /C, F /G, H /I, J /K, L/M,N /0, P/Q D E 7/16" OSIB SHEATHING INTERIOR FINISH H STUDS AT 16" O.C. � PLANT INSTALLED �— FIELD IWGULATE SHEATHING SIDING FIELD INISTALLED SHEATHIING STRIPS n MARRIAGE LINE AT EXTERIOR PARTITION_ SIDING OV SHEATHIN VAPOR BA OVER 'Z' M 1 x4 TRIM GABLE END TRUSSES Roof/ Platte 9'4" V FIBER CEMEN4T PANEL CAULK 3 TRIM DETAIL AT ENTRY ALCOVE G2- SIMILAR AT GRID LINE 3 AREA SCHEDULE (Gross Building) AREA TYPE MODS WIDTH LENGTH AREA 3ross Building Area 2 27' - 8" 641-0" 8283 SF ROOF SCHEDULE _DESCRIPTION AREA 200FING 9072 SF WALL SCHEDULE DESCRIPTION LENGTH- Occupancy 529'- 0" EXTERIOR 2x SKIRTWALL 382'- 6" INTERIOR 2x4 50'-6" INTERIOR 2x4, GYP BD 753'- 0" INTERIOR 2x6 29'-0" OCCUPANTLOAD Name Area Occupancy Occupant Load Factor Occupants BOYS RESTROOM 252 SF - CLASSROOM A 728 SF E 20 37 CLASSROOM B 728 SF E 20 37 CLASSROOM C 732 SF _ E 20 37 CLASSROOM D 732 SF E 20 37 CLASSROOM E 711 SF E 20 36 CLASSROOM F 711 SF E 20 36 CLASSROOM G 728 SF E 20 37 CLASSROOM H 728 SF E 20 37 CORRIDOR 1050 SF E 0 GIRLS RESTROOM 277 SF - 0 JANITOR 65 SF E 300 1 MECH. 101 SF _ E _ 300 _ 1 SIMILAR AT GRID LINES B /C, D /E, H /I, J /K, UM, N /O, P/Q F G FIELD INSTALL n MARRIAGE LINE AT INTERIOR PARTITION �' J 1 1/2" = 1' -011 DATE BY SHEET THIS BERN FINISH NOTES &SCHEDULES THIS DOCUMENT AND THE IDEAS AND t` DESIGNS INCORPORATED HEREIN ARE THE PROPEFRTY OF MODERN _ BUILDING SYSTEMS PROJ. BUILDING SYSTEMS INC. AND ARE 126'x 66' CLASSROOM NOT TO BE USED) IN WHOLE OR IN MODERN BUILDING SYSTEMS INC PART FOR ANY OTHER USE OR KC DA YELM HIGH PROJECT WITHOIUT WRITTEN TELEPHONE: (503) 74 &4849 FAX: (503) 749 -4950 III AUTHORIZATION. P.O. BOX 110, 9493 PORTER ROAD, AUMSVILLE, OR 97325 CHECK OUT OUR WEB PAGE: w .modembuikfts" ms.cq" Q MODERN BUILDING SYSTEMS, INC. 2010 ADDRESS 1315 YELM AVE. WEST, YELM, WA 98597 P In 21543 tU4 ONAL JOB# ? 2016 -DH -09 SHEET # A 3.0 DRw VF/TS I DATE 4/19/16 F.O.F. c , c a k_+j i 7" -9" N Lo z r TOILET PAPER HOLDER 0 M PAPER TOWEL DISPENSER SURFACE - MOUNTED n ENLARGED BOY'S RESTROOM PLAN M io '- ch ch W Q M a� II II MIRROR SURFACE - MOUNTED c SIDE & VERTICAL GRAB BAR L cl^) VI 4 cq a TOILET SEAT COVER DISPENSER M Wk M in W Q M SURFACE MOUNTED SOAP DISPENSER BACK GRAB BAR O H)fl 3ARTITION DIMENSIONS FACE OF IFINISH iV I CO M , 01 c7 M r rr ag o ¢W < I.L. 29 RESTROOM DOOR HOOK n ADA MOUNTING HEIGHTS U 3/8" = 1' -0" BACK GRAB BAR/SEAT 8' -2" ® 10 I I I ELEC. PANELS 2' -4 do I 3' -0" CLR. FLR. _ 2 x 6 PLUMBING AT PANELS WALL JANITOR 1 Ilk GIRLS RESTROOM 0 7 1 CC:9 1 A 4.0 8 WALL HEATER 9 SLOPE FLOOR 4' -0" AROUND FLOOR C:9 DRAIN, MIN. 1/16" �"' SLOPE - TYP. to L i CC9 I� 4' -11" L — 2 x 6 PLUMBING _ b WALL co L — PLENUM 6' -4" I 7' -6" 2 ENLARGED GIRL'S RESTROOM PLAN 4" MAX. 0 ° r 1 1/2" 1 1/4" TO I�fi O 1 1/2" NOM. DIAMETER WALL SIDE GRAB BAR GRAB BAR SECTION PROVIDE WALL OPENINGS FOR MECH. DUCTS. 12 SEE S4.1 �l J� GRAB BARS TP II DISP. It -4'- 9" MIN. m z n BOYS RESTROOM - NORTH U 1 /4" 2x6 WALL o� CV ltl F.O.F. c� cn r t4J a� , T- F.O.F. ui 0 , CV C� 18" x 36" MIRROR i �VIVA WALL co HEATER 6 BOY'S RESTROOM - WEST 4'- 9" MIN.- BARS TP DISP. n GIRL'S RESTROOM -SOUTH 1/4"' = 1' -0" 3' -0" 3' -0" Of 4 BOY'S RESTROOM -EAST M ° Q CV CV PROVIDE PROTECTIVE INSUL. AT WATER AND WASTE PIPE -TYP. 18" x 36 "' MIRROR 4' -0" FRP WAINSCOT OVER WATER RESISTANT GYPSUM BOARD. -TYP. Lo X a -4'- 9" MIN.- i i 7 GIRL'S RESTOOM - NORTH 1 /4" 11 yll 11 PROVIDES PROTECTIVE Do INSUL. AT WATER & WASTE= PIPE -TYP. n GIRLS RESTROOM - WEST `LAS l'o (2) COMPARTMENTS Fo W/ FIXED SHELVES CLOSET W/ HANGER ° ROD AT 48" A.F.F. b CAM LOCK EACH DOOR - -- W/ (2) KEYS EACH. ' i `' - -- (4) ADJUSTABLE SHELVES PROVIDE PLUMBING 41-0" ROUGH -IN FOR FUTURE WATER BOTTLE FILLER U2 CORRIDOR ALCOVE 13 TEACHER CABINET U 1/411 = 1' -0" 1/4" - 1 0 11 SCHEDULE OF ACCESSORIES I.D. 1T' MIN. A PAPER TOWEL DISPENSER B TOILET TISSUE DISPENSER C HORIZONTAL GRAB BAR � VERTICAL GRAB BAR E I F � G TOILET SEAT COVER DISPENSER Z I I SHOWER SEAT III =ME I L — I mZ I I - - - - - - - - - - - 19" MAX. N 48" MIN. KNEE CLEARANCE TOE CLEARANCE" PLAN VIEW 8 MIN. 6' MAX. 1T' MIN. 'NOTE: IF MINIMUM 9 INCHES HEIGHT OF TOE CLEARANCE IS PROVIDED, A MAXIMUM OF6 INCHES OFTHE 48 SIDE VIEW INCHES OF CLEAR FLOOR SPACE REQUIRED AT THE FIXTURE MAY EXTEND INTO THE TOE SPACE. LAVATORY KNEE CLEARANCE PROVIDE WALL OPENINGS FOR MECH. DUCTS. 12 SEE S4.1 �l J� GRAB BARS TP II DISP. It -4'- 9" MIN. m z n BOYS RESTROOM - NORTH U 1 /4" 2x6 WALL o� CV ltl F.O.F. c� cn r t4J a� , T- F.O.F. ui 0 , CV C� 18" x 36" MIRROR i �VIVA WALL co HEATER 6 BOY'S RESTROOM - WEST 4'- 9" MIN.- BARS TP DISP. n GIRL'S RESTROOM -SOUTH 1/4"' = 1' -0" 3' -0" 3' -0" Of 4 BOY'S RESTROOM -EAST M ° Q CV CV PROVIDE PROTECTIVE INSUL. AT WATER AND WASTE PIPE -TYP. 18" x 36 "' MIRROR 4' -0" FRP WAINSCOT OVER WATER RESISTANT GYPSUM BOARD. -TYP. Lo X a -4'- 9" MIN.- i i 7 GIRL'S RESTOOM - NORTH 1 /4" 11 yll 11 PROVIDES PROTECTIVE Do INSUL. AT WATER & WASTE= PIPE -TYP. n GIRLS RESTROOM - WEST `LAS l'o (2) COMPARTMENTS Fo W/ FIXED SHELVES CLOSET W/ HANGER ° ROD AT 48" A.F.F. b CAM LOCK EACH DOOR - -- W/ (2) KEYS EACH. ' i `' - -- (4) ADJUSTABLE SHELVES PROVIDE PLUMBING 41-0" ROUGH -IN FOR FUTURE WATER BOTTLE FILLER U2 CORRIDOR ALCOVE 13 TEACHER CABINET U 1/411 = 1' -0" 1/4" - 1 0 11 SCHEDULE OF ACCESSORIES I.D. ITEMS A PAPER TOWEL DISPENSER B TOILET TISSUE DISPENSER C HORIZONTAL GRAB BAR D VERTICAL GRAB BAR E SOAP DISPENSER F MIRROR G TOILET SEAT COVER DISPENSER H HOOK I SHOWER SEAT NOTE: 1. DIMENSIONS TO FLOOR AND WALLS ARE TO FACE OF FINISH (U.N.O.) 2. NOT ALL ACCESSORIES MAY BE PRESENT IN THIS PARTICULAR BUILDING. REV. DESCRIPTION 0 WALL HEATER 4' -9" � MIN. n BOY'S RESTROOM - SOUTH 1-/411 4' -0" FRP WAINSCOT OVER WATER RESISTANT 8 GIRLS' RESTROOM - EAST GYPSUM BOARD. -TYP. 1/411 = 1' -0" 3' -0" �- 3' -0" ol 0 T a b� 11 DRINKING FOUNTAIN 1 /4" INTERIOR ELEVATION NOTES 1. DIMENSIONS TO FLOOR, WALLS AND CEILING ARE TO FACE OF FINISH (U.N.O.) 2. PROVIDE WOOD BLOCKING FOR ALL ACCESSORIES MOUNTED IN GYPSUM BOARD PARTITIONS. MAINTAIN INTEGRITY OF FIRE RATING WHERE ACCESSORIES ARE IN RATED WALLS. 3. SEE DETAILS FOR ADA RESTROOM ACCESSORIES AND MOUNTING HEIGHTS. 4. MIN. 9" ROE CLEARANCE AT PARTITIONS. URINAL PARTITIONS MOUNTED BOT. AT 12" FROM FINISHED FLOOR, TOP AR NO MORE THAN 60" A.F.F. AND NOT TO EXTEND FROM WALL MORE THAN 18 ". DATE BY SHEET REUSE OFMENTAN TS ERN INTERIOR ELEVATIONS THIS DOCUMENT p1ND THE IDEAS AND � �' DESIGNS INCORPORATED HEREIN ARE THE PROPERITY OF MODERN °• BUILDING SYSTEMS PROJ. BUILDING SYSTEMIS INC. AND ARE 126'x 66' CLASSROOM NOT TO BE USED IIN WHOLE OR IN MODERN BUILDING SYSTEMS, INC. PART FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN TELEPHONE: (50) 74449 FAX: (50) 7494 90 KC DA YELM H I G H III AUTHORIZATION. P.O. BOX 110, 9493 PORTER ROAD, AUMSVILLE, OR 97325 CHECK OUT OUR WEB PAGE: w .mods,nbuildingsydms,o © MODERN BUILDING SYSTEMS, INC. 2016 ADDRESS 1315 YELM AVE. WEST, YELM, WA 98597 C z arm 21549 w� 10 Al. JOB# 2016 -DH -09 SHEI=Tlg 4.0 D12'"" VF/TS DATE 4/19/16 l III =ME 4' -0" FRP WAINSCOT OVER WATER RESISTANT 8 GIRLS' RESTROOM - EAST GYPSUM BOARD. -TYP. 1/411 = 1' -0" 3' -0" �- 3' -0" ol 0 T a b� 11 DRINKING FOUNTAIN 1 /4" INTERIOR ELEVATION NOTES 1. DIMENSIONS TO FLOOR, WALLS AND CEILING ARE TO FACE OF FINISH (U.N.O.) 2. PROVIDE WOOD BLOCKING FOR ALL ACCESSORIES MOUNTED IN GYPSUM BOARD PARTITIONS. MAINTAIN INTEGRITY OF FIRE RATING WHERE ACCESSORIES ARE IN RATED WALLS. 3. SEE DETAILS FOR ADA RESTROOM ACCESSORIES AND MOUNTING HEIGHTS. 4. MIN. 9" ROE CLEARANCE AT PARTITIONS. URINAL PARTITIONS MOUNTED BOT. AT 12" FROM FINISHED FLOOR, TOP AR NO MORE THAN 60" A.F.F. AND NOT TO EXTEND FROM WALL MORE THAN 18 ". DATE BY SHEET REUSE OFMENTAN TS ERN INTERIOR ELEVATIONS THIS DOCUMENT p1ND THE IDEAS AND � �' DESIGNS INCORPORATED HEREIN ARE THE PROPERITY OF MODERN °• BUILDING SYSTEMS PROJ. BUILDING SYSTEMIS INC. AND ARE 126'x 66' CLASSROOM NOT TO BE USED IIN WHOLE OR IN MODERN BUILDING SYSTEMS, INC. PART FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN TELEPHONE: (50) 74449 FAX: (50) 7494 90 KC DA YELM H I G H III AUTHORIZATION. P.O. BOX 110, 9493 PORTER ROAD, AUMSVILLE, OR 97325 CHECK OUT OUR WEB PAGE: w .mods,nbuildingsydms,o © MODERN BUILDING SYSTEMS, INC. 2016 ADDRESS 1315 YELM AVE. WEST, YELM, WA 98597 C z arm 21549 w� 10 Al. JOB# 2016 -DH -09 SHEI=Tlg 4.0 D12'"" VF/TS DATE 4/19/16 N O 1 - - N r 0 'v 0 C� O O � N 0 0 fo 0 2 —t — - LtI � 0 0 co co Cn co to O r l� 0 tn O z _ N p to 0 in (V 00 4 � - CV A B C D E F G H � K L M y r l J l 125' -6" le 13'- 10 3/4" 13'- 11 1/2" 13' -11 1/2" 13'- 11 1!2" oe 13'- 11 1/2" -11 1/2" � _ 13 11 1 /2" 13' - 10 3/4" 4 C� 4 -- 13' - 5 1 /2 - 5 1 /2 `3' - 5 1 /2 �3' - 6 1 /4" '3' - 6 1 /4" �3' - 5 1 /2 `3' - 5 1 /2 �3' - 6 1 /4" �' _ 6 1 /4" ' - 5 12" �T-510 3'-61/4' � T-61/4" �3' - 5 1 /2 `3' - 5 1 /7' �3' - 6 1 /4" ' - 6 1 /4" 4 3 - 5 12 `3' - 5 12' - 6 1 /4" - 6 114 "' - 5 1!2 �3' - 5 1/2" 3' - 6 114" 3' - 6 1 /4" C3'- 5 1!2" 3'- 5 1/2'(-3' - 6 1 /4" 3' - 6 1 /4" 4 3'- 5 '1 /2 3'- 5 12 3'- 6 1/4" 3'- 6 _ 1 /4 `3 5 1 /2 3- 5 1 /2 3- 5 1 /2 I I I I I I I I I hl - I I I T 11 '1 II II II II II II II II pq x -j Lill 0 N J LL N > LL - x> x J J F = ° 2! J N J LL N , # x X J (� J x co ] 41al2l v� v N.r r OD r ODD Cp ' �4- DX° N 4 q/Z' 3' - 5 1/2 112 �3'-61/4" 3' - 6 114" ' - 0" ' - 0 3/4" - 4 ' — 0 3/4" 3' - 0" 11" 3' - 5 112" `3' - 6 1 /4" 3' - 6 114" 3' - 5 12" 3' - 5 12" 061/4- ' - 6 114" -3'- 5 112" 3'- 5 112" ( 3X - 6 114" 3' - 6 1/4" ' - 5 1/2" 3' - 5 1 /7' 3'- 6 114" 3'- 6 114" 3'- 5 1 3'- C� „ , /2 11 0" `3' - 0 3/4" - 0 3/4 3 - 0 41 3 - 5 1/2 3 - 6 114" 3' - 6 114" `3' - 5 1/2" 3' - 5 123' - 5 1/2 7 II - -t�om j -- -_-� I -- 1 II `i I 1--p I I -- o" ° a _ �__ ° - -- ° ch j � I _� II I II II II II II € - -- - --- - -- -- - — El Q 4-1— (-4J I I I I I I II I I ' -- -- 1 ° ° 9 _ S4.0 S 4.0 ° ° 0 n ° °' T;§ 0 v- LL J Ni X; CSI XJ 00 XJ J - LL OD IIN x II--� V' ° co v ° N co r co HH �. 7 8 II II II s4.0 II II S4.0 Ell m Ell tn II II II II II II II II II II II rl II II II II S4.0 3 I 2 II P.T. 2 x 4 x2-0" L. 4 II S 4.0 S W/ #5 x 1'-6" DRIVE TIE -DOWN STIRAP TYP. TYP. (4 ) 4.0 PLC'S PIN - TYP. S4.0 AT (48) PLACES. SEE DETAIL 5 S 4.A n FOUNDATION PLAN 3/16" = 1' -0" 0 I in 0 CD 0 0 is 0 in 0 v 0 O I CD uj 0 1 Z� lid 0 Co L+i 0 EO UJ 0 i[7 WAS -q 0 C' REV. DESCRIPTION ST ON L DATE BY A REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATEC> HEREIN V. Ft. �� SHEET FOUNDATION P LAN JOB# 2016 -DH ARE THE PROPERTY OF OODERN NOT NOT TO BE OR BUILDING SYSTEMS PROJ. 126'x 66'CLASSROOM -09 IN USED ININC.ILEORIE USED IN R U§E PART FOR ANY OTHER US'E OR MODERN BUI I RYRTEMS INC SHEEt# PROJECT WITHOUT WRIT7fEN AUTHORIZATION. TELEPHONE: (949 PORTER FAX: (503) 749-4950 MLLE, P.O. BOX 110, 9493 PORTER ROAD, AUMSVILLE, OR 97325 CHECK OUT KC DA YELM HIGH III O OUR WEB PAGE: r.modembuikfngsyshms.00m MODERN BUILDING SYSTEMS, NC. 2018 ADDRESS 1315 YELM AVE. WEST, YELM, WA 98597 . DRw VF/TS DATE 4/19/16 n ROOF FRAMING PLAN '--3/16-= 1' -0" REV. I DESCRIPTION DATE I BY REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPC)RATED HEREIN ARE THE PROPERfy OF MODERN BUILDING SYSTEMS INC. AND ARE NOT TO BE USED IIN WHOLE OR IN PART FOR ANY OTFHER USE OR PROJECT WITHOUIT WRITTEN AUTHORIZATION. #oq EYRN SHEET ROOF FRAMING PLAN PROD. 126'x 66' CLASSROOM MODERN BUILDING SYSTEMS I TELEPHONE: (503) R FAX: (50) 749-4M P.O. BOX 110 , 9493 PORTER ROAD, AUMSVNIIE, OR 97325 KC DA Y E L M HIGH CHECK OUT OUR WEB PAGE: x .modembuildirgsystems.00m © MODERN BUILDING SYSTEMS, INC. 2016 ADDRESS 1315 YELM AVE. WEST, YELM, WA 98597 oil 21543 tV4 ST i ONAL JOB# 2016 -DH -09 2.0 DR`" VF/TS I DATE 4/19/16 u I f c u C a a u �l LONGITUDINAL SECTION -A YP. SUB -ROOF ASSEMBLY ROOFING SHEATHING (AIR BARRIER) TRUSSES (CHOP) INSULATION BOTTOM CLOSURE >f /Plate 9' -6„ YP. EXT. WALL ASSEMBLY SIDING SHEATHING SHEATHING (AIR BARRER) STUDS INSULATION INTERIOR FINISH in -Floor 0' -0" Grad61_ NOTES: PER C402.4.1.2.3 BUILDING TEST. THE COMPLETED BUILDING SHALL BE TESTED AND AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.40 CFM/SQ. FT. AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES OF WATER GAUGE IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL. THE AIR BARRIER SHALL BE CONTINUOUS FOR THE THERMAL ENVELOPE & ACROSS THE JOINTS & ASSEMBLIES. JOINTS & SEAMS SHALL BE SEALED, INCLUDING SEALING TRANSITIONS IN PLACES & CHANGES IN MATERIALS. PENETRATIONS OF THE AIR BARRIER & PATHS OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, OR OTHERWISE SEALED IN A MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS & LOCATION n TRANSVERSE SECTION-13 REV. DESCRIPTION DATE BY SHEET BUILDING SECTION DEUSNSINCO INCORPORATED TS AgDERN 1 TRUSS BRACING THIS DOCUMENTr AND THE IDEAS AND 5/10/16 TS DESIGNS INCORFPORATED HEREIN ARE THE PROPEFRTY OF MODERN BUILDING SYSTEMS PROJ. BUILDING SYSTEMS INC. AND ARE 126'X 66 , CLASSROOM NOT TO BE USEQ IN WHOLE OR IN MODERN BUILDING SYSTEMS INC. PART FOR ANY OTHER USE OR PROJECT WITHC)UT WRITTEN TELEPHONE (503) 74 9.4949 FAX (503) 749 -4950 AUTHORIZATION I. P.O. BOX 110, 9493 PORTER ROAD, AUMSVIME, OR 97325 KC DA YELM HIGH III CHECK OUT OUR WEB PAGE: �.modembWldkVsys,ems.com © MODERN BUROING SYSTEMS, INC. 2016 ADDRESS 1315 YELM AVE. WEST, YELM, WA 98597 S DRw VF/TS Roof /Plate � 9' -6" V Fin -Floor 0' -0" 0 -Grade -2' -611 �I A xA CYI �' . oFwns 2016 -DH -09 %) 3.0 kTE 4/19/16 P.T. 2 x 4 x 2' -0" L. W/ #5'" ". i i ""1 s �` , �1 t r Win" x 1' -6" o P.T. 2 x 4 x 2' -0" L. W/ #; DRIVE PIN - TYP. GRAVEL W/ MIN. 95 /o x 1' -6" DRIVE PIN -. Typ. RELATIVE COMPACTION -TYP. n SIDEWALL FOOTING (2) 12d TOE NAIL EACH SIDE (2) 6d DUPLEX OR (2) N1O'S 6000# PRE -FAB METAL PIER 1 -1/4" x 0.035 GALV. STRAP W/ BUCKLE LOOPED AROUND L.V.L. 5/8" DIA. STRAP BOLT 3/4" DIA. x 30" W/ 4" PGM DLB. HELIX AUGER ANCHOR: 35ANC6000 (DRIVE IN GROUND AT 45 DEG TO ALIGN W/ STRAP. DRAW STRAP TIGHT AND LOCK BOLT.) OR PGM 30" CROSS -DRIVE ANCHOR: 35ANC6011 AND STABILIZER PLATE 35ANC6006 AT SOIUGRAVEL n TIE -DOWN STRAP U3/4'= 1' -0" i P. P.T. 2 x 12 x 24" L. cca , (2) N 10'S n ENDWALL FOOTING AT M.L. SIMP. HDU2- vDS2.5 W/ (6) 1/4" DIA. x 2-1/2" L. SDS SCREW Z3 AT DBL. 2x STUL}S 'U' BRACKET 3/4" DIA. x 30 W/ 4" PGM DLB. HELIX AUGER ANCHOR: 35ANC6000 (E)RIVE IN GROUND AT 90 DEG TCy ALIGN W/ STRAP. DRAW STRAP TIGHT AND LOCK BOLT.) (2) 6d DUPLEx PRE -FAB METAL OR (2) N10'S; z PIER, RATED 6000# 2 is P.T. 2 x 12 x 24" L (2) NI O'S n ALTERNATE INTERIOR FOOTINGS " 3/4" = 1' -0" FOUNDATION NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES AND TEMPORARY FORCES DURING SETTING AND ERECTION UNTIL ALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. REMOVE ORGANIC / SOD UNDER ALL BEARING PADS. 2. DESIGN LOADS: ROOF DEAD LOAD 12 PSF ROOF SNOW LOAD 25 PSF FLOOR DEAD LOAD 10 PSF FLOOR LIVE LOAD 50 PSF WIND LOAD Lambda =1.0 Vult = 140 MPH (Vasd = 108 MPH) 3 SECOND GUST - EXP B SEISMIC FOUNDATION SYSTEM: Ss = 1.254 Fa = 1.000 Sds = 0.836 RISK CATEGORY II le = 1.0 SEISMIC DESIGN CATEGORY D SITE CLASS D ALLOWABLE BEARING 1800 PSF AT GRAVEL (MIN. 95% RELATIVE COMPACTION) CAPACITY 3. EXCEPT AS NOTED, DIMENSION LUMBER FOR FOUNDATION SHALL BE HEM -FIR, NO.2 & BETTER. TREATED LUMBER SHALL BE ACQ PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD U1, USE CATEGORY UC4A, TO A MINIMUM RETENTION OF 0.40 PCF. AT PIECES IN CONTACT WITH GROUND, SAWN END GRAIN SHALL BE FIELD TREATED WITH 2% MIN. CONCENTRATION COPPER NAPHTHENATE. TREATED PLATE STOCK SHALL BE GOOD QUALITY AND SHALL NOT CONTAIN EXCESSIVE SPLITS, CHECKS OR WANE. 2 x 4 FRAMING SHALL BE HEM -FIR, STANDARD OR BETTER, TREATED 2 x 4 FRAMING SHALL MEET THE REQUIREMENTS SPECIFIED ABOVE. 4. ALL FASTENERS TO BE HOT DIPPED GALVANIZED OR EQUAL AT P.T. MEMBERS. 5 VENT CRAWL SPACE w/ (28) 15" SQ. METAL VENTS (MODERN STANDARD). INSTALL 6 MIL. VAPOR BARRIER ON GROUND IN ENTIRE CRAWL SPACE. LAP VAPOR BARRIER JOINTS MIN 12 ". 6 CONNECT STORM WATER FROM ROOF GUTTERS AND DOWNSPOUTS AND DIRECT AWAY FROM BUILDING PAD TO AN APPROVED DRAINAGE SYSTEM. 7. FOUNDATION PLANS AND DETAILS ARE NOT REVIEWED BY BCD OR L &I, EXCEPT FOR THE SUITABILITY OF THE DESIGN TO SUPPORT THE MODULAR BUILDING. APPROVAL AND INSPECTION OF THE FOUNDATION SYSTEM IS THE JURISDICTION OF THE LOCAL BUILDING OFFICIAL. 8. CONCRETE STRENGTH: 2,500 PSI AT FOUNDATION 9. REINFORCEMENT STEEL: 60,000 PSI 5/8" DIA. MACHINE BOLT W/ DBL. NUT & WASHER SLOT PLATE & �— FLOOR PLANT INSTALLED 1 -1/4" WIDE x.035 THK STRAP, LOOSE END IN FLOOR CAVITY FOR SHIPPING n HOLDOWN STRAP P.T. 2 x 4 x 2' -0" L. W/ #5' ' x 1'-6" DRIVE PIN - TYP. WEDGE/ SHIM FLOOR JOIST SUPPORT BEAM P.T. 2 x 8 x 16" CAP 8x8x16CMU 16x16 x4 CMU PIER n ENDWALL FOOTING AT BEAM 16 x 16 x 4 CMU PIER OR P.T. 2 x 12 x 24" L I (2) 12d TOE NAIL TYP. EA. SIDE P.T. 2 x 8 x 16" L CAP m (2)8x8 x16 CMU n MARRIAGE LINE FOOTING REV.I DESCRIPTION �L5 (V is (PAIR) WEDGE/SHIM LL 0 p 1/2" RC)UGH SAWN O PLY1M) W/ 8d — QAT6 " &12 "O.C. w ow 2 x 4 DIF VERTICAL AT O 1'- 24" 0.0- W/ (2) 12d Z W EACH (END CONT. P.T. 2 x 8 -- (2) 12d TOE NAIL EA. SIDE - TYP WEDGE/ SHIM 16x16x4CML OR P.T. 2 x 12 DATE I BY P.T. 2 x 8 x 16" CAP ± z_ (2)8x8x16CMU N ijD 16x16 x4 CMU PIER n ENDWALL FOOTING AT MIDSPAN 4 3/4" = 1' -0" �$ IMID -SPAN, FOOTING 3/4 IV `•2 x 16" L. z (PAIR) WEDGE/ SHIM CMU 16 x 16 x 4 CMU PIER OR P.T. 2 x 12 x 24" L a4 I (2) 12d TOE NAIL TYP. EA. SIDE P.T. 2 x 8 x 16" L CAP Ffl (2) 8 x 8 x16 CMU n LOAD BEARING WALL FOOTING U 3/4" = 1' -0" g WAS yIh'! P �2 Cs All 21543 > �ECISTERF'O i I ON AL, ECG SHEET THIS TS ERN FOUNDATION NOTES & DETAIL 2016 -DH -09 THIS DOCUMENT AND THE IDEAS AND �� �� z: ����' ARETHSINCOR?� OF MODERN k BUILDING SYSTEMS PROD. BUILDING SYSTIEMS INC. AND ARE 126'x 66' CLASSROOM SHEET NOT TO F R USEID IN WHOLE OR IN MQDERN BUI DING SYST MS INC. I . O PART FOR ANY 3UT RUSE OR KC DA YELM HIGH III 4 PROJECT WITHOUT WRITTEN TELEPHONE: (503) 748 -4948 FAX: (503) 748 -4950 AUTHORIZATIOH. P.O. BOX 110, 9493 PORTER ROAD, AUMSVILLE, OR 97325 CHECK OUT OUR WEB PAGE: w .modembuikingsyd _ s. ©MODERN BUILDING SYSTEMS, INC. late ADDRESS 1315 YELM AVE. WEST, YELM, WA 98597 DRW �/F%j -S DATE 4/19/16 (PAIR) WEDGE/SHIM (PAIR) WEDGE/SFiIM 1 /2" ROUGH SAWN LL p 1/2" ROUGH SAWN 00 w p 00 1/2" ROUGH SAWN LL, p PLYWOOD W/ 8d AT 6" & 12" O.C. PLYWD W/ 8d PLYWD W/ 8d 00 Q � AT 6" & 12" O.C. AT 6" & 12" O.C. w WEDGE/SHIM w W 2 x 4 DF VERTICAL AT �� + W W 2 x 4 DF VERTICAIL AT W p 2 x 4 DF VERTICAL AT Q 24 O.C. W/ 2 12d () P.T. 2 x 8 x 16 CAP z p �� 24 O.C. W/ (2) 12(1 + P.T. 2 x 8 x 16 CAP _ Lu O �� 24 O.C. W/ (2) 12d w EACH END (2)8x8x16CMU ? F� u� ? EACH END z im ¢ Z � EA.END & (6) 12d AT _ z CONT. P.T. 2 x 8 ? z CONT. P.T. 2 x 8- (2)8x8x16CMU N z 4x8 tO= 16x16x4CMU `- C°= io � `- t°= CONT. P.T. 2 x 8 - -- 12d AT 6 O.C. PIER 12d AT 6" O.C. 16x16 x4 CMU PIER 12d AT 6" O.C. AT2x4 AT2x4 \� AT2x4 P.T. 2 x 4 x 2' -0" L. W/ #5'" ". i i ""1 s �` , �1 t r Win" x 1' -6" o P.T. 2 x 4 x 2' -0" L. W/ #; DRIVE PIN - TYP. GRAVEL W/ MIN. 95 /o x 1' -6" DRIVE PIN -. Typ. RELATIVE COMPACTION -TYP. n SIDEWALL FOOTING (2) 12d TOE NAIL EACH SIDE (2) 6d DUPLEX OR (2) N1O'S 6000# PRE -FAB METAL PIER 1 -1/4" x 0.035 GALV. STRAP W/ BUCKLE LOOPED AROUND L.V.L. 5/8" DIA. STRAP BOLT 3/4" DIA. x 30" W/ 4" PGM DLB. HELIX AUGER ANCHOR: 35ANC6000 (DRIVE IN GROUND AT 45 DEG TO ALIGN W/ STRAP. DRAW STRAP TIGHT AND LOCK BOLT.) OR PGM 30" CROSS -DRIVE ANCHOR: 35ANC6011 AND STABILIZER PLATE 35ANC6006 AT SOIUGRAVEL n TIE -DOWN STRAP U3/4'= 1' -0" i P. P.T. 2 x 12 x 24" L. cca , (2) N 10'S n ENDWALL FOOTING AT M.L. SIMP. HDU2- vDS2.5 W/ (6) 1/4" DIA. x 2-1/2" L. SDS SCREW Z3 AT DBL. 2x STUL}S 'U' BRACKET 3/4" DIA. x 30 W/ 4" PGM DLB. HELIX AUGER ANCHOR: 35ANC6000 (E)RIVE IN GROUND AT 90 DEG TCy ALIGN W/ STRAP. DRAW STRAP TIGHT AND LOCK BOLT.) (2) 6d DUPLEx PRE -FAB METAL OR (2) N10'S; z PIER, RATED 6000# 2 is P.T. 2 x 12 x 24" L (2) NI O'S n ALTERNATE INTERIOR FOOTINGS " 3/4" = 1' -0" FOUNDATION NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES AND TEMPORARY FORCES DURING SETTING AND ERECTION UNTIL ALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. REMOVE ORGANIC / SOD UNDER ALL BEARING PADS. 2. DESIGN LOADS: ROOF DEAD LOAD 12 PSF ROOF SNOW LOAD 25 PSF FLOOR DEAD LOAD 10 PSF FLOOR LIVE LOAD 50 PSF WIND LOAD Lambda =1.0 Vult = 140 MPH (Vasd = 108 MPH) 3 SECOND GUST - EXP B SEISMIC FOUNDATION SYSTEM: Ss = 1.254 Fa = 1.000 Sds = 0.836 RISK CATEGORY II le = 1.0 SEISMIC DESIGN CATEGORY D SITE CLASS D ALLOWABLE BEARING 1800 PSF AT GRAVEL (MIN. 95% RELATIVE COMPACTION) CAPACITY 3. EXCEPT AS NOTED, DIMENSION LUMBER FOR FOUNDATION SHALL BE HEM -FIR, NO.2 & BETTER. TREATED LUMBER SHALL BE ACQ PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD U1, USE CATEGORY UC4A, TO A MINIMUM RETENTION OF 0.40 PCF. AT PIECES IN CONTACT WITH GROUND, SAWN END GRAIN SHALL BE FIELD TREATED WITH 2% MIN. CONCENTRATION COPPER NAPHTHENATE. TREATED PLATE STOCK SHALL BE GOOD QUALITY AND SHALL NOT CONTAIN EXCESSIVE SPLITS, CHECKS OR WANE. 2 x 4 FRAMING SHALL BE HEM -FIR, STANDARD OR BETTER, TREATED 2 x 4 FRAMING SHALL MEET THE REQUIREMENTS SPECIFIED ABOVE. 4. ALL FASTENERS TO BE HOT DIPPED GALVANIZED OR EQUAL AT P.T. MEMBERS. 5 VENT CRAWL SPACE w/ (28) 15" SQ. METAL VENTS (MODERN STANDARD). INSTALL 6 MIL. VAPOR BARRIER ON GROUND IN ENTIRE CRAWL SPACE. LAP VAPOR BARRIER JOINTS MIN 12 ". 6 CONNECT STORM WATER FROM ROOF GUTTERS AND DOWNSPOUTS AND DIRECT AWAY FROM BUILDING PAD TO AN APPROVED DRAINAGE SYSTEM. 7. FOUNDATION PLANS AND DETAILS ARE NOT REVIEWED BY BCD OR L &I, EXCEPT FOR THE SUITABILITY OF THE DESIGN TO SUPPORT THE MODULAR BUILDING. APPROVAL AND INSPECTION OF THE FOUNDATION SYSTEM IS THE JURISDICTION OF THE LOCAL BUILDING OFFICIAL. 8. CONCRETE STRENGTH: 2,500 PSI AT FOUNDATION 9. REINFORCEMENT STEEL: 60,000 PSI 5/8" DIA. MACHINE BOLT W/ DBL. NUT & WASHER SLOT PLATE & �— FLOOR PLANT INSTALLED 1 -1/4" WIDE x.035 THK STRAP, LOOSE END IN FLOOR CAVITY FOR SHIPPING n HOLDOWN STRAP P.T. 2 x 4 x 2' -0" L. W/ #5' ' x 1'-6" DRIVE PIN - TYP. WEDGE/ SHIM FLOOR JOIST SUPPORT BEAM P.T. 2 x 8 x 16" CAP 8x8x16CMU 16x16 x4 CMU PIER n ENDWALL FOOTING AT BEAM 16 x 16 x 4 CMU PIER OR P.T. 2 x 12 x 24" L I (2) 12d TOE NAIL TYP. EA. SIDE P.T. 2 x 8 x 16" L CAP m (2)8x8 x16 CMU n MARRIAGE LINE FOOTING REV.I DESCRIPTION �L5 (V is (PAIR) WEDGE/SHIM LL 0 p 1/2" RC)UGH SAWN O PLY1M) W/ 8d — QAT6 " &12 "O.C. w ow 2 x 4 DIF VERTICAL AT O 1'- 24" 0.0- W/ (2) 12d Z W EACH (END CONT. P.T. 2 x 8 -- (2) 12d TOE NAIL EA. SIDE - TYP WEDGE/ SHIM 16x16x4CML OR P.T. 2 x 12 DATE I BY P.T. 2 x 8 x 16" CAP ± z_ (2)8x8x16CMU N ijD 16x16 x4 CMU PIER n ENDWALL FOOTING AT MIDSPAN 4 3/4" = 1' -0" �$ IMID -SPAN, FOOTING 3/4 IV `•2 x 16" L. z (PAIR) WEDGE/ SHIM CMU 16 x 16 x 4 CMU PIER OR P.T. 2 x 12 x 24" L a4 I (2) 12d TOE NAIL TYP. EA. SIDE P.T. 2 x 8 x 16" L CAP Ffl (2) 8 x 8 x16 CMU n LOAD BEARING WALL FOOTING U 3/4" = 1' -0" g WAS yIh'! P �2 Cs All 21543 > �ECISTERF'O i I ON AL, ECG SHEET THIS TS ERN FOUNDATION NOTES & DETAIL 2016 -DH -09 THIS DOCUMENT AND THE IDEAS AND �� �� z: ����' ARETHSINCOR?� OF MODERN k BUILDING SYSTEMS PROD. BUILDING SYSTIEMS INC. AND ARE 126'x 66' CLASSROOM SHEET NOT TO F R USEID IN WHOLE OR IN MQDERN BUI DING SYST MS INC. I . O PART FOR ANY 3UT RUSE OR KC DA YELM HIGH III 4 PROJECT WITHOUT WRITTEN TELEPHONE: (503) 748 -4948 FAX: (503) 748 -4950 AUTHORIZATIOH. P.O. BOX 110, 9493 PORTER ROAD, AUMSVILLE, OR 97325 CHECK OUT OUR WEB PAGE: w .modembuikingsyd _ s. ©MODERN BUILDING SYSTEMS, INC. late ADDRESS 1315 YELM AVE. WEST, YELM, WA 98597 DRW �/F%j -S DATE 4/19/16 SIDING OVER SHEATHING STUDS W/ INSULATION M INTERIOR FINISH SUBFLOOR OFFSET RIM -� ` I RIM JOIST INSULATION W/ FS -25 SIMP. LU26 W /(6) N1O'S TO RIM & (4) N10 -S TO JOIST n SIDEWALL FLOOR DETAIL U 1 to = 1' -0" ROOFING (2) 1-1/2- DIA. VENT HOLES SCREENED PER TRUSS BAY ROOF SHEATHING FASCIA 2 x 4 DF #2 W/ (2) 12d EACH TRUSS VENTED SOFFIT 4' -0" MIN. PLATE SPLICE W/ (12) 12d EA. END - TYP. STUDS W/ INSULATION W/ FS-25 SIDING OVER SHEATHING 6 x 6 DF #: SIMP. CS1 (4) N 10 -S E END (2)2x6 D1 STUD GR/ TOP PLAT RETURN DUCT SUPPLY DUCT 2x6DFS1 GRADE C( V -4" TRUSS EAVE DETAIL SIDING OVER SHEATHING STUDS W/ INSULATION OFFSET RIM DBL. END JOIE INTERIOR FINISH 2x BLOCKING AT 4' -0 "- O.C. SUBFLOOR G.N. TRUSSES AT 24" O.C. INSULATION W/ FS -25 SIMP. SDWC15600 AT EA. TRUSS, INSTALL PRIOR TO SHEATHING 12d AT 24" O.C. 12d AT 6" O.C. ACOUSTIC CEILING TILE 2x BLOCKING - TYP. INTERIOR FINISH ION W/ FS-05 n ENDWALL FLOOR DETAIL _ NOTCH SIDING & TRUSS AT OUTLOOKERS ROOF SHEATHING (3) 12d SCREWSHANK BARGE 2 x 4 DF #2 SUB -BARGE — 2 x 6 DF #2 OUTLOOKER FLAT AT 48" O.C. VENTED SOFFIT SIDING OVER SHEATHING 1 DUCT PENETRATION AT BEARING WALL U 1/211 BOT. OF TRUSS FIN. FLOOR HOLDING SIDIN( UP 3/4" P.T. 2 x 8 BLOCKING ---� CONT. P.T. 2 x 8 FLOOR JOISTS n FLOOR DETAIL AT ENTRY ALCOVE (3) 12d SCREWSHANK- OUTLOOKER TO TRUSS 1' -4" ROOFING (3) 12d —� G.N. TRUSSES AT 24" O.C. RCS GABLE END DETAIL SIMP. CS1 TO TRUS,' TO STUD FIELD INSTALL 3" WIDE WALK -OFF MAT OVER STRIP OF SUBFLOOR DURADEK MEMBRANE 5/8" THREADED ROD W/ WASHERS AT 6' -0" O.C. & FIELD INSULATE +/- 2' -0" FROM ENDS 3/4" P.T. PLYWOOD (ADJUST SPACING AS 2x BLOCK AT BOLTS REQ'D TO AVOID JOISTS) SUBFLOOR WRAP CARPET OVER EDGE W/ TERM. BAR OVER SIDING co P.T. 2 x 8 RIM FLOOR JOIST SIMP. LU26W/ (6) RIM JOIST (COAT N10 -S TO RIM & (4) W/ PRESERVATIVE) INSULATION W/ N1O'S TO JOIST FS-25 RIM JOIST n FLOOR MARRIAGE DETAIL U 1 " = 1' -0" SIMILAR AT GRID LINES SIMILAR AT GRID LINES B /C, F /G, H /I, J/K N /O, P/Q nD nE nL nm 2' -0" CAP TRUSSES ABV. I 12d AT 12" O.C. 2 x 6 SET IN VULKEM n TRUSSES AT MARRIAGE LINE 1' -0" 2 x 6 STUDS ALIGN W/ TRUSS - TYP. SIMP CS1 8'U'STRAP W/ (3) N10'S EACH END AT 2' -0" O.C. INTERIOR FINISH (FULL HEIGHT) SIMP. SDS SCREW 1/4" DIA. x6" L. AT 2' -0" O.C. (3) RAFTERS UNDER BEARING WALL - TYP. U3 BEARING WALL SECTION U 1 " = 1' -0" 12d AT 12" O.C. SUB -ROOF CHOP TRUSSES AT M.L. SHEET METAL DUCT T -0" L. SUPPLY AIR DUCT 5/8" GYP. BD. LID INSULATION IN EXTERIOR WALL AT PLENUM TO HAVE FS-25 VAPOR BARRIER R -11 SOUND BATT INSULATION 24 GA. SHT. MTL. OR GYP. BD. (4) SIDES 2 x 4 STUDS FLAT AT 24" O.C. 518" GYP. BD. ON ALL SIDES AND FLOOR 0 30" x 16" RETURN AIR GRILLE W/ FILTER AT 6" A.F.F. 2' - 0'l CAP TRUSSES ABV. I II 12d AT 12" O.C. 2 x6 SET IN VULKEM U4 PLENUM SECTION �T 3/4" = 1' -0" SUB -ROOF CHOP TRUSSES AT M.L. SIMP. CS18 W/ (5) N1 O'S EA. END - TYP. EA. CORNER 4 'T 60 a u is RIDGE G.N. TI HOLD PLYWOOD & ° ^ ^m'NG 1" BACK E OF RIDGE BUTYL STRIP RIDGE VENT -0" AT ACCESS DETAIL ' 3/4" = 1' -0" 4 x 6 DF #2 HE A ^c^ SIMP. CS18 W/ (4) N1O'S EA. EN (2) 2 x6 COLUM SIMP. CS18 'U' STRAP W/ (3) N1 EACH END (2) SIMP. SDS SCREWS 1/4" DIA. x6" L. 2 x4 BLOCKING G.N. TRUSSES SIMP. A34 -TYP. (3) 2 x 8 JOISTS n BEARING WALL HEADER DETAIL U 1/2" = 1' -0" ENDWALL DBL. JOIST ENDWALL OFFSET RIM GALV. STRAP I V - 6 -' r el CMU PIER BELOW L.V.L. RIM OFFSET RIM n TIE DOWN AT CORNER 3/4" = 1' -0" SIMILAR AT GRID LINES B /C, F /G, H /1, J/K, UM, N /O, P/Q D E _ FIELD INSTALLED 2 x6 x 12" L. BLK SHEATHING STRIP RIPPED TO FIT TOP PLATE G.N. TRUSSES — FIELD INSTALLED SIMP. — CS18 W/ (6) N1O'S EA. END AT TOP PLATE PLAN VIEW FIELD INSULATE �1 WALL STRAP AT MARRIAGE 1 if 1 1-011 REMOVE ROOFING AND SHEATHING IN AT OPENING IN FIELD n INSULATION FS-25 1 x3 TRIM B,, l l JOIST 2 x 8 BLOCK (0 1 M V_ GALV.STRAP ATTIC ACCESS SECTION U 3/4" = 1' -0" (2) 2 x 10 DF #2 HEADER SIMP. CS18 W, (6) N 10'S EA. E (2) 2 x6 COLUI SIMP. CS18 W (6) N1O'S EACF END 2 x 4 OFFSET RIM 16 EXTERIOR WALL HEADER DETAIL 1/211 = 1' -0" JOIST 2x8B TRUSSES LYWOOD H�L;cSS COVER ' .V.L. RIM ;ALV. STRAP BL. ENDWALL RIM IFFSET RIM TIE -DOWN AT MARRIAGE REV. DESCRIPTION DATE BY REUSE OUMENTAIENTS AEPERN SHEET DETAILS THIS 1 R/A GRILLE 5!10/16 TS DESIGNS NCORPCDRATED HEREIN AND ARE THE PROPERTY OF MODERN BUILDING SYSTEMS PROJ. BUILDING SYSTEMIS INC. AND ARE 126'x 66 CLASSROOM NOT TO BE USED IIN WHOLE OR IN MODERN BUILDING SYSTEMS INC PART FOR ANY OTHER USE OR PROJECT WITHOUIT WRITTEN TELEPHONE: (503) 74 9-4949 FAX (503) 74 &4950 KC DA YELM HIGH Ill AUTHORIZATION. P.O. BOX 110, 9493 PORTER ROAD, ALMSYILLE, OR 97325 CHECK OUT OUR WEB PAGE: w .modembdldingsyd ms.a © MODERN BUILDING SYSTEMS, INC. 2016 ADDRESS 1315 YELM AVE. WEST, YELM, WA 98597 `�y�U SSICNAL S4 JOB# 2016 -DH -09 SHEET # 4.1 D1�'"" VF/TS DATE 4/19/16 MAIN DISTRIBUTION PANEL PANEL A MOUNTING Recessed Load Name Rating Circuit Numbe r Numbe r of Poles Lighting - Classroom A &C 20 A Al 1 Lighting - Classroom E &G 20 A A3 1 Lighting - Other 20 A A5 1 Receptacle - Classroom A 20 A A7 1 Receptacle - Classroom B 20A A9 1 Receptacle - Classroom E 20 A All 1 Receptacle - Classroom F 20 A A13 1 Drinking Fountain 20 A A15 1 Receptacle 20A A17 1 A24 20A A19 2 Rating 0 A21 2600 VA A23 B6 A I B 928 VA 1 928 928 VA 1 928 VA PROJECT NO: 2016 -DH -09 DATE: 4/19/16 Numbe Circuit C r of Numbe Rating Low Name Poles r 1587 VA 11260 VA 1260 VA 1260 VA 1260 VA 1260 VA 1260 VA 11260 VA 1260 VA 1260 VA 500 VA 1 180 VA 180 VA 11000 VA 1 A2 20 A Lighting - IClassroom B &D Lighting - IClassroom F &H Receptacl(a - Classroom C Receptacice _ Classroom D Receptacle _Classroom G Receptacl(a _ Classroom H 1 A4 20 A 1 A6 20 A 1 A8 20 A 1 A10 20A 1 Al2 20 A 1 A14 20 A Receptacl? _ Mech. &Jan. 1 A16 20 A Relceptacle 1 A18 20 A Heat Tape MUST HAVE LABEL IDENTIFYING ITS FLJNCTION AS THE A20 (AT NEW BLDG) O BUILDING DISCONNECT PER WAC 296-4613-225 A22 134 THERMOSTAT +48" A.F.F. TO TOP OF CONTROLS I GROUNDING TO BE IN ACCORDANCE VNITH NEC 250 A24 20A B5 ITEM I CONNECTED LOAD I DEMAND FACTOR I CALCULATED LOAD LIGHTS TOTAL PANEL VA= 18501 VA 51 A =TOTAL PANEL AMPS BUSS SIZE 200 0 W VOLTAGE 120/208 Wye MAIN BREAKER 200 A RECEPTACLE 10k + PHASE 3 ITEM I CONNECTED LOAD I DEMAND FACTOR I CALCULATED LOAD LIGHTS 4975 VA 125.00% 6219 W SIGN CIRCUIT i EMT CONDUIT SHALL NOT BE USED WITH UNFUSED I 0 W RECEPTACLE 10080 VA 100.00% 10080 W RECEPTACLE 10k + 1620 VA 50.00% 810 W MOTORS & COMPRESSORS EXHAUST FAN 190 VA 100.00% 190 W LARGEST MOTOR 136 VA 25.00% 34 W HEATING & A/C (Per Mfg's Specs) TOTAL HEAT &AdC LOAD-- [JA MISCELLANEOUS WATER HEATER 0 W WALL HEATER 0 W HEAT TAPE 1000 VA 100.00% 1000 W CONNECTED LOAD CALCULATED LOAD TOTAL VA = 18501 VA TOTAL VA = TOTAL AMPS = 51 A TOTAL AMPS = 18333 VA 51A - - - - - - - - - - - - - - - I I I I I I I I EXISTING MDP ! I NEC 240.21 Overcurrent protection shall be provided,forr the 310 ungrounded feeder conductors supplying panels A,B,C, nand shall be located where the conductors receive their supply exccept as specified in 240.21 A through H. (4) 500MCM W NOTE: 3" PVC SCH. 40 200 AMP i EMT CONDUIT SHALL NOT BE USED WITH UNFUSED I w MAIN BREAKER p CONDUCTORS INSIDE BUILDING LINE p HVAC UNIT -A MAIN B1 I FIELD VERIFY AIC RATING REQUIREMENTS 120/208V DISCONNECT 120/208V } 3 PH. 120/208V 3 PH. I BUILDING /SERVICE DISCONNECTING I MEANS MUST BE 77 3PH- — I LOCATED ON OR WITHIN 15 FEET OF TrHE BUILDING AND B3 — Circuit MUST HAVE LABEL IDENTIFYING ITS FLJNCTION AS THE I (AT NEW BLDG) O BUILDING DISCONNECT PER WAC 296-4613-225 I 134 THERMOSTAT +48" A.F.F. TO TOP OF CONTROLS I GROUNDING TO BE IN ACCORDANCE VNITH NEC 250 BY OTHERS �' 600A ( ) I DISCONNECT L____________ ______ _� I I I I I #4 BARE CU TO I GROUND ROD WAC 296 -4613-250 053(A)(2)(3) For rod, pipe, and plate electrodes, if a ground resistance test is not performed to ensure a resistance to ground of 25 ohms or less, 2 or more electrodes as specified in NEC 250.52 must be installed a minimum of six feet apart. I I I -- - - - - - - - - - - - - - - - - - - - - - - - - SUBPANEL W SUBPANEL of 200 AMP w 200 AMP w MAIN BREAKER p MAIN BREAKER p HVAC UNIT -A 20 A B1 2 120/208V >- 120/208V } 3 PH. m 3 PH. in ONE -LINE DIAGRAM 2" STUB DOWN, TYP. AT EACH PANEL W/ (4) 3/0 THWN (1) #4 THWN TO MAIN DISCONNECT NO SCALE MAIN DISTRIBUTION PANEL PANEL B PROJECT NO: 2016 -DH -09 MOUNTING Recessed DATE: 4/19/16 Load Name Rating Circuit Numbe r Numbe r of Poles A B C Numbe r of Poles Circuit Numbe r Rating Load Name HVAC UNIT -A 20 A B1 2 2600 VA (2) TUBE 32W T8 W/ ELECT BALLAST Load Name Rating 132 77 A — — B3 — Circuit LIGHTING POWER PACK 2600 VA E = EAIIIERGENCY LIGHT W/ BATTERY BACKUP O JUNCTION BOX D 134 THERMOSTAT +48" A.F.F. TO TOP OF CONTROLS D HVAC UNIT -B 20A B5 2 Rating 0 Load Name 2600 VA CLOCK RECEPTACLE (120V) +gg" A.F.F. B6 OCCUPAhtiCY SENSOR - CEILING MOUNTED — HVAC UNIT -C — 20A B7 B9 — 2 2600 VA 2250 VA 2600 VA 2250 VA Cl 2 2 — B8 B10 20 A — Water Heater _ — — _A Bll r WP = IN USE WEATHERPROOF COVER O VISUAL ALARM (RACEWAY ONLY) +82" TO CENTERLINE — 2600 VA C3 — 612 2600 VA HVAC UNIT-D_____20 613 2 2600 VA ungrounded feeder conductors supplying all panel board that supplies disconnect and be located where the conductors receive their panels up B except as supply p HVAC UNIT -F 20 A C5 614 — HVAC UNIT - J — 20 A 615 617 — -2------ 1 C6 2600 VA 900 VA 2600 VA — 1 B16 B18 20 A Exterior Receptacle — — 619 — 2600 VA 2 CS 20A Wall Heater HVAC UNIT -G B20 621 2600 VA 1000 VA — B22 — — C11 — 623 2600 VA C12 624 — HVAC UNIT -H 20A C13 TOTAL PANEL VA= 31400 VA 87 A =TOTAL PANEL AMPS BUSS SIZE MAIN BREAKER 200 200 A VOLTAGE PHASE 120/208 Wye 3 — — C15 ITEM CONNECTED LOAD DEMAND FACTOR CALCULATED LOAD LIGHTS OW SIGN CIRCUIT C17 0 W RECEPTACLE 900 VA 100.00% 900 W RECEPTACLE 10k + Ow MOTORS & COMPRESSORS C19 EXHAUST FAN 0 W LARGEST MOTOR C18 0 W _- HEATING & A/C (Per Mfg's Specs) TOTAL HEAT & A/C LOAD 26000 VA 100.00% 26000 W MISCELLANEOUS -- -- WATER HEATER 4500 VA 100.00% 4500 W WALL HEATER 0 W HEAT TAPE C22 0 W CONNECTED LOAD CALCULATED LOAD TOTAL VA = 1 31400 VA TOTAL VA = 31400 VA TOTAL AMPS 1 87 A TOTAL AMPS = 87 A Al NEC 250.50 All grounding electrodes present at each building shall be bondil together to form the grounding electrode system. SUBPANEL Z 200 AMP w MAIN BREAKER 0 O 2 120/208V I m 3 PH. ELECTRICAL LOAD SUMMARY PANEL A: 18,333 VA PANEL B: 31,400 VA PANEL C: 23.520 VA TOTAL: 73253 VA = 73.2 kVA 73253 / 2q = ZtMt A o = 1 o.,5, 5 A ELECTRICAL NOTES CONDUIT SHALL BE ELECTRICAL METALLIC TUBING AND METAL CLAD CABLE EXTERIOR RECEPTACLES SHALL BE WEATHER RESISTANT TYPE W/ IN USE WEATHERPROOF COVER FLUORESCENT LUMINAIRES WITH DOUBLE ENDED LAMPS THAT CAN BE SERVICED IN PLACE AND SHALL HAVE AN INTERNAL OR EXTERNAL DISCONNECT PER NEC 410.13013 4. BUILDING SERVICE SHALL BE SERVED BY ONLY ONE SERVICE OR FEEDER PER NEC 225.30 & 230.2 5. SERVICE OR FEEDER DISCONNECT SHALL BE INSTALLED PER NEC 230.70. FOR BUILDINGS IN THE STATE OF WASHINGTON SERVICE OR FEEDER DISCONNECT SHALL BE INSTALLED PER WAC 296 -4613-230 6. PERMANENT MEANS OF LOCKING OUT DISCONNECT TO MECHANICAL UNIT(S) SHALL BE PROVIDED PER NEC 424.19 7. PERMANENT . OF LOCKING OUT DISCONNECT TO WATER HEATER(S) SHALL Ot PROVIDED PER NEC 422.31(6) 8. GASKET ALL EXTERIOR WALL BOX PLATE COVERS Al MAIN DISTRIBUTION PANEL PANEL C PROJECT NO: 2016 -DH -09 MOl1NTIN[� p000� 9. PER NEC 110.26D, ILLUMINATION FOR PANEL BOARDS, SWITCHBOARDS, AND SERVICE EQUIPMENT SHALL NOT BE CONTROLLED BY AUTOMATIC MEANS ONLY. A MANUAL MEANS TO BYPASS THE AUTOMATIC CONTROL IS REQUIRED. 10.PER NEC 406.9(B)(1) 15 AND 20 AMP RECEPTACLES INSTALLED IN WET LOCATION SHALL HAVE AN ENCLOSURE THAT WEATHERPROOF WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. AN OUTLET BOX HOOD INSTALLED FOR THIS PURPOSE SHALL BE LISTED AND SHALL BE IDENTIFIED AS "EXTRA DUTY". RECEPTACLES SHALL BELISTED AS WEATHER - RESISTANT TYPE. 11.PER NEC 110.26, WORKING SPACE FOR EQUIPMENT OPERATING AT 600 VOLTS, NOMINAL, OR LESS TO GROUNDAND LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE WHILE ENERGIZED SHALL COMPLY WITH THE DIMENSIONS OF 110.26(A)(1), (A)(2), AND (A)(3) 12. PER WAC296 -4613-760 DEVICE AND JUNCTION BOXES FOR FIRE ALARM SYSTEMS OTHER THAN SURFACE RACEWAY TYPE MUST BE SUBSTANTIALLY RED IN COLOR BOTH INSIDE AND OUTSIDE. POWER LIMITED FIRE PROTECTIVE SIGNALING CIRCUIT CONDUCTORS MUST BE DURABLY AND PLAINLY MARKED IN OR ON JUNCTION BOXES OR OTHER ENCLOSURES TO INDICATE THAT IT IS POWER LIMITED FIRE PROTECTIVE SIGNALING CIRCUIT. REV. DESCRIPTION DATE 1 HEAT TAPE, CADET HEATERS, EXHAUST FANS 5/10/16 ELECTRICAL SYMBOLS LEGEND - - -� $ UAI t: 4/19/16 DL -P = DAYLIGHT ZONE - PRIMARY DL -S = DAYLIGHT ZONE - SECONDARY $°S Circuit Numbe 4' FLUORESCENT SURFACE MOUNTED FIXTURE M$ MOMENTARY TOGGLE SWITCH (2) TUBE 32W T8 W/ ELECT BALLAST Load Name Rating Numbe 77 A B Numbe Circuit LIGHTING POWER PACK E = EAIIIERGENCY LIGHT W/ BATTERY BACKUP O JUNCTION BOX D Po f THERMOSTAT +48" A.F.F. TO TOP OF CONTROLS D C r of Numbe Rating 0 Load Name CLOCK RECEPTACLE (120V) +gg" A.F.F. ® OCCUPAhtiCY SENSOR - CEILING MOUNTED Poles AUTOMATIC DAYLIGHT SENSING � DISCONNECT HVAC UNIT -E 20 A Cl 2 2600 VA F� AUDIO /VISUAL FIRE ALARM (RACEWAY ONLY) +86" TO CENTERLINE DUPLEX PECEPTACLE +17" A.F.F. (U.N.O.) GFI = OROUND FAULT INTERRUPTER MANUAL PULL STATION (RACEWAY ONLY) +45" TO CENTERLINE r WP = IN USE WEATHERPROOF COVER O VISUAL ALARM (RACEWAY ONLY) +82" TO CENTERLINE — — C3 — 2600 VA Identification plates on disconnecting are to show designation of circuit C2 C4 ungrounded feeder conductors supplying all panel board that supplies disconnect and be located where the conductors receive their panels up B except as supply p HVAC UNIT -F 20 A C5 2 an IDENTIFICATION PLATE. 2600 VA 720 VA 1 C6 20 A Exterior Receptacle — — 20 A C7 C9 — 2 2600 VA 1000 VA 2 CS 20A Wall Heater HVAC UNIT -G 2600 VA 1000 VA — — — C11 — 2600 VA C12 — HVAC UNIT -H 20A C13 2 2600 VA — — C15 — 2600 VA C1 4 C17 C14 C19 C18 _- C21 C20 -- -- C23 C22 C24 TOTAL PANEL VA= 23520 VA 65 A =TOTAL PANEL AMPS BUSS SIZE 200 VOLTAGE 120/208 Wye MAIN BREAKER 200 A PHASE 3 ITEM CONNECTED LOAD DEMAND FACTOR CALCULATED LOAD LIGHTS — — -- OW SIGN CIRCUIT 0 W RECEPTACLE 720 VA 100.00% 720 W RECEPTACLE 10k + _ 0 W MOTORS & COMPRESSOIRS EXHAUST FAN 0 W LARGEST MOTOR r— — 0 W HEATING & A/C (Per Mfg's Specs) T EAT LOA 20800 10 .00% y Y 20800 W MISCELLANEOUS WATER HEATER — 0 W WALL HEATER 2000 VA 100.00% 2000 W HEAT TAPE 0 W 1 — CONNECTED LOAD CALCULATED LOAD TOTAL VA = 23520 VA TOTAL VA = 23520 VA TOTAL AMPS = 65 A TOTAL AMPS = 65A 9. PER NEC 110.26D, ILLUMINATION FOR PANEL BOARDS, SWITCHBOARDS, AND SERVICE EQUIPMENT SHALL NOT BE CONTROLLED BY AUTOMATIC MEANS ONLY. A MANUAL MEANS TO BYPASS THE AUTOMATIC CONTROL IS REQUIRED. 10.PER NEC 406.9(B)(1) 15 AND 20 AMP RECEPTACLES INSTALLED IN WET LOCATION SHALL HAVE AN ENCLOSURE THAT WEATHERPROOF WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. AN OUTLET BOX HOOD INSTALLED FOR THIS PURPOSE SHALL BE LISTED AND SHALL BE IDENTIFIED AS "EXTRA DUTY". RECEPTACLES SHALL BELISTED AS WEATHER - RESISTANT TYPE. 11.PER NEC 110.26, WORKING SPACE FOR EQUIPMENT OPERATING AT 600 VOLTS, NOMINAL, OR LESS TO GROUNDAND LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE WHILE ENERGIZED SHALL COMPLY WITH THE DIMENSIONS OF 110.26(A)(1), (A)(2), AND (A)(3) 12. PER WAC296 -4613-760 DEVICE AND JUNCTION BOXES FOR FIRE ALARM SYSTEMS OTHER THAN SURFACE RACEWAY TYPE MUST BE SUBSTANTIALLY RED IN COLOR BOTH INSIDE AND OUTSIDE. POWER LIMITED FIRE PROTECTIVE SIGNALING CIRCUIT CONDUCTORS MUST BE DURABLY AND PLAINLY MARKED IN OR ON JUNCTION BOXES OR OTHER ENCLOSURES TO INDICATE THAT IT IS POWER LIMITED FIRE PROTECTIVE SIGNALING CIRCUIT. REV. DESCRIPTION DATE 1 HEAT TAPE, CADET HEATERS, EXHAUST FANS 5/10/16 BY REUSE OF DOCUMIENTS TS THIS DOCUMENT AIND THE IDEAS AND DESIGNS INCORPO)RATED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMo INC. AND ARE NOT TO BE USED IM WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOU f WRITTEN AUTHORIZATION. NFPA 72 : Fire alarm system has not been reviewed by L&I FAS except for general placement of devices. Additional devices may be required. Local AHJ review and inspection of alarm system required. WAC 296.466 -250 052 Concrete encased grounding electrode must be installed at each new building or structure on permanent foundation. SHEET �zAEIOERN ELEC. NOTES, PANELS & CALCS. BUILDING SYSTEMS PROD. 126' x 66' CLASSROOM MODERN BUILDING SYSTEMS INC TELEPHONE: 74 9-490 FAX 7434950 P.O BOX 110, 949 3 PORTER ROAD. A MYLLE, 11 9732 KC DA YELM HIGH CHECK OUT OUR VVEB PAGE: ww odemyuldigsysten .o ©MODERNBU'LDINGsrsrEMS,INC.M18 ADDRESS 1315 YELM AVE. WEST, YELM, WA 98597 DRw VF /o� x _2t7_ 4 �'CISTEREO `�ytv 'IONA I- ` 2016 -DH -09 SHEET # E O.1 DATE 4/19/16 ELECTRICAL SYMBOLS LEGEND 2'x4' FLLJORESCENT LAY-IN FIXTURE (3) TUBE 32W T8 W/ ELEECT BALLAST (WEIGHT 23LBS.) $ SINGLE POLE SWITCH DL -P = DAYLIGHT ZONE - PRIMARY DL -S = DAYLIGHT ZONE - SECONDARY $°S OCCUPANCY SENSOR SWITCH 4' FLUORESCENT SURFACE MOUNTED FIXTURE M$ MOMENTARY TOGGLE SWITCH (2) TUBE 32W T8 W/ ELECT BALLAST $s THREE -WAY SWITCH 77 WALL MC>UNTED LIGHT FIXTURE +86" A.F.F. PC = PHOTOCELL WP = VVEATHERPROOF PP LIGHTING POWER PACK E = EAIIIERGENCY LIGHT W/ BATTERY BACKUP O JUNCTION BOX D 0 EXIT LIGHT W/ EMERGENCY LIGHTS & BATTERY BACK -UP (5 WATT MAX .) THERMOSTAT +48" A.F.F. TO TOP OF CONTROLS D 1==? EMERGENCY LIGHT W/ BATTERY BACK -UP +86" TO CENTERLINE 0 PHONE/DATA BOX - 1" CONDUIT UP (RACEWAY ONLY) +17" A.F.F. (U.N.O. CLOCK RECEPTACLE (120V) +gg" A.F.F. ® OCCUPAhtiCY SENSOR - CEILING MOUNTED AUTOMATIC DAYLIGHT SENSING � DISCONNECT CONTROL F� AUDIO /VISUAL FIRE ALARM (RACEWAY ONLY) +86" TO CENTERLINE DUPLEX PECEPTACLE +17" A.F.F. (U.N.O.) GFI = OROUND FAULT INTERRUPTER MANUAL PULL STATION (RACEWAY ONLY) +45" TO CENTERLINE WP = IN USE WEATHERPROOF COVER O VISUAL ALARM (RACEWAY ONLY) +82" TO CENTERLINE WR = WATER RESISTANT RECEPTACLE WAC 296.46B 110.022 Identification plates on disconnecting are to show designation of circuit means NEC 240.21 Overcurrent protection shall be provided,for the 3/0 source ungrounded feeder conductors supplying all panel board that supplies disconnect and be located where the conductors receive their panels up B except as supply p identify what it is disconnecting. Must be specified in 240.21 A through H. an IDENTIFICATION PLATE. BY REUSE OF DOCUMIENTS TS THIS DOCUMENT AIND THE IDEAS AND DESIGNS INCORPO)RATED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMo INC. AND ARE NOT TO BE USED IM WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOU f WRITTEN AUTHORIZATION. NFPA 72 : Fire alarm system has not been reviewed by L&I FAS except for general placement of devices. Additional devices may be required. Local AHJ review and inspection of alarm system required. WAC 296.466 -250 052 Concrete encased grounding electrode must be installed at each new building or structure on permanent foundation. SHEET �zAEIOERN ELEC. NOTES, PANELS & CALCS. BUILDING SYSTEMS PROD. 126' x 66' CLASSROOM MODERN BUILDING SYSTEMS INC TELEPHONE: 74 9-490 FAX 7434950 P.O BOX 110, 949 3 PORTER ROAD. A MYLLE, 11 9732 KC DA YELM HIGH CHECK OUT OUR VVEB PAGE: ww odemyuldigsysten .o ©MODERNBU'LDINGsrsrEMS,INC.M18 ADDRESS 1315 YELM AVE. WEST, YELM, WA 98597 DRw VF /o� x _2t7_ 4 �'CISTEREO `�ytv 'IONA I- ` 2016 -DH -09 SHEET # E O.1 DATE 4/19/16 1 V n A MOD A B C MOD B � E MOD C F G MOD D H I MODE � K MOD F L M MOD G N 0 MOD H P CQ MOD J R f i II II II II � II I II II - - - - - - - - - - - _ fill A5 V DL -P - DL -P 3 DDL -P EF -1 A5 Al � � I [7DL7-s DL-S BOYS \ I RESTROOM EF Al - -_ - II P A5 PP 1 PP PP _ / \ \ \ 120V \ 1 A \ CLASSROOM A I II II \\ CLASSROOM C I II I 1 II I CLASSROOM E / I II I I CLASSROOM G \ I 1 I I I A ^y� __ II M IIvM II II I\ I II I �M II - M II � I OS 3� _ --- - - - - -- II A5 - �A9 - - - - - -- ----- - - - - - -- - - -- --------- - - - - -- � - - -__ E o CORRIDOR - - - - - - = \A � E A5 A5 - - -- 3 I II II II , II I II II - -- - - - - -- MOM M iA �- /, A5 MQ$A MQ$1A - -- _ If II I I / CLASSROOM B /1 II CLASSROOM D I 2 ITOR I CLASSROOM F \ I I 1 CLASSROOM H \I pp - - -- `- - -- GIRLS _ - - -- - - - - -- \\ I 11 \ \\ - RESTROOMi DL -S DL S I \ DL -S DL-S i DL S ` - - - - DL -S / \ DL-S DL -S 7DL - DL -P DL -P _ - - DL -P � DL -P � DL -P LIGHTING PLAN NOTES OCCUPANCY SENSOR(S) IN EACH ROOM WILL BE WIRED TO CONTROL ALL LIGHT FIXTURES IN THAT ROOM. LIGHT WIRING AS SHOWN IS FOR GENERAL CONTROL CLARIFICATION ONLY. ACTUAL WIRING FOR CONTROLS (I.E.: SWITCHES, OCCUPANCY SENSORS AND DAYLIGHT SENSORS) SHALL BE PER CONTROL MANUFACTURER'S SPECIFICATIONS AND AS NECESSARY TO MEET THE CODE REQUIREMENTS FOR EACH CONTROL AND THE LIGHT FIXTURES CONNECTED TO IT. n LIGHTING PLAN U 3/16" = 1'-0" A MOD A B C MOD B D E MECH UNIT A i i7 260 CFM 10"o 260 CFM 10"o 260 CFM 10"o 260 CFM 10"o II 260 CFM 10"o II II II II 260 CFM 10"o II MOD C F CQ) MOD D H I MECH UI 3' -0" MIN. EXHAUST FANS DUCTED TO WALL LOUVER (MIN. 10' -0" FROM O/A LOUVERS & T -0" FROM OPERABLE WINDOW) MOD E i K MOD F L M ECH UNIT E T -0" MIN.\ =1 II 26 II II II II 261 II 1011 L wl =--L%IL%:g 10"o 260 CFM II 10"o 26 II II II II 261 II MOD H P Q ECH UNIT G [OD J R II II 30 "x10" II MECHANICAL UNIT A: II II 30"x10" II 48' -0 "L AREA FACTOR (729 SF)(.12 CFM) = 88 36' -0 "L �_ } WNW "a A �I 220 CFM 10"o II 260 CFM 10"o II II II II II 260 CFM 10"o 260 CF 10"o II 220 0"o M CORRIDOR 114" CFM 1 �X� 14 x14 M II EF -2 440 CFM II JANITOR 220 CFM II 8'T- 10 1/2" T-10" II�ELEC. j WALL HEATEF II 220 CFM 8"o II GIRLS RESTROOM II it 11 II II II II II MECH MIECH UNIT B UNIT D HVAC SYMBOL LEGEND ® 2'x2' LAY IN SUPPLY DIFFUSER N2'x2' LAY -IN RETURN GRILLE ® CEILING MOUNTED EXHAUST FAN (80 CFM) ® 10" EXHAUST GRILLE C3 CEILING MOUNTED EXHAUST FAN (440 CFM) 11+1111 FLEX DUCT 0 THERMOSTAT +48" A.F.F. TO TOP OF CONTROLS RAFTER 1 +/- 1 CEILING LAG DUCT #12 WIRE EA. SIDE - TYP. 1" MIN. SHEET METAL DUCT HANGER STRAP AS REQUIRED BY DUCT MANUFACTURER DUCT SUPPORT 00 CFM 12 S4.1 I 260 CFM 10"o II II 1 1/2" II II 26 II I I II MECH UNIT J n HVAC PLAN U 3/16" = 1' -0" 220 CFM II 260 CFM 10"o II 261 II II II 26 260 CFM II 10"o 260 CFM 10"o II 220 CFM II 10"o II II II II MECH MECH UNIT F UNIT H CFM ' D" s I 260 CFM 10"o 260 CFM 10"o I MECHANICAL NOTES ' 1. MECHANICAL UNIT: (9) 3.5 TON WALL HUNG (GAS) HEAT PUMPS WITH ECONOMIZER (2) WALL HEATERS CADET MODEL # RM108 OR EQUAL 2. EXHAUST FAN: EF -1: PANASONIC FV 15VQ5 (150 CFM) EF -2: WHISPERLINE FV- 40NLF1 (440 CFM) DAMPER: 8" FAMCO ADC8120 MOTORIZED DAMPER 3. CONTROLS: THERMOSTAT: HONEYWELL TH8321 R1001 /U & THM5421 INTERFACE MODULE DCV /OCCUPANCY SENSOR: OCCUPANCY SENSING THERMOSTAT MATERIAL: 26 GA. SHEET METAL W/ 26 GA. SHEET METAL ROUNDS AND FLEX DUCT ROUNDS AT DIFFUSERS INSULATING AND SEALING: DUCTWORK TO BE INSULATED AND SEALED PER WSEC C403.2.7. CONSTRUCTION: DUCTWORK TO BE CONSTRUCTED AS LOW PRESSURE DUCT SYSTEM PER WSEC C403.2.7.3.1 5. VOLUME DAMPERS: PROVIDE VOLUME DAMPERS TO CONTROL AIRFLOW AT EACH DIFFUSER _ OUTSIDE AIR CALCULATION MECHANICAL UNIT A: CLASSROOM (26 OCC)(10 CFM) Of AREA FACTOR (729 SF)(.12 CFM) = 88 TOTAL = 348 CFM J J UNOCCUPIED BUILDING MECHANICAL UNIT B: O6 -co � AREA FACTOR (729 SF)(.12 CFM) C3ti � = 348 CFM x (7 UNOCCUPIED BUILDING o, (7 _ MECHANICAL UNIT C: CLASSROOM (26 OCC)(10 CFM) = 260 AREA FACTOR (734 SF)(.12 CFM) M II GIRLS RESTROOM II it 11 II II II II II MECH MIECH UNIT B UNIT D HVAC SYMBOL LEGEND ® 2'x2' LAY IN SUPPLY DIFFUSER N2'x2' LAY -IN RETURN GRILLE ® CEILING MOUNTED EXHAUST FAN (80 CFM) ® 10" EXHAUST GRILLE C3 CEILING MOUNTED EXHAUST FAN (440 CFM) 11+1111 FLEX DUCT 0 THERMOSTAT +48" A.F.F. TO TOP OF CONTROLS RAFTER 1 +/- 1 CEILING LAG DUCT #12 WIRE EA. SIDE - TYP. 1" MIN. SHEET METAL DUCT HANGER STRAP AS REQUIRED BY DUCT MANUFACTURER DUCT SUPPORT 00 CFM 12 S4.1 I 260 CFM 10"o II II 1 1/2" II II 26 II I I II MECH UNIT J n HVAC PLAN U 3/16" = 1' -0" 220 CFM II 260 CFM 10"o II 261 II II II 26 260 CFM II 10"o 260 CFM 10"o II 220 CFM II 10"o II II II II MECH MECH UNIT F UNIT H CFM ' D" s I 260 CFM 10"o 260 CFM 10"o I MECHANICAL NOTES ' 1. MECHANICAL UNIT: (9) 3.5 TON WALL HUNG (GAS) HEAT PUMPS WITH ECONOMIZER (2) WALL HEATERS CADET MODEL # RM108 OR EQUAL 2. EXHAUST FAN: EF -1: PANASONIC FV 15VQ5 (150 CFM) EF -2: WHISPERLINE FV- 40NLF1 (440 CFM) DAMPER: 8" FAMCO ADC8120 MOTORIZED DAMPER 3. CONTROLS: THERMOSTAT: HONEYWELL TH8321 R1001 /U & THM5421 INTERFACE MODULE DCV /OCCUPANCY SENSOR: OCCUPANCY SENSING THERMOSTAT MATERIAL: 26 GA. SHEET METAL W/ 26 GA. SHEET METAL ROUNDS AND FLEX DUCT ROUNDS AT DIFFUSERS INSULATING AND SEALING: DUCTWORK TO BE INSULATED AND SEALED PER WSEC C403.2.7. CONSTRUCTION: DUCTWORK TO BE CONSTRUCTED AS LOW PRESSURE DUCT SYSTEM PER WSEC C403.2.7.3.1 5. VOLUME DAMPERS: PROVIDE VOLUME DAMPERS TO CONTROL AIRFLOW AT EACH DIFFUSER _ OUTSIDE AIR CALCULATION MECHANICAL UNIT A: CLASSROOM (26 OCC)(10 CFM) =260 AREA FACTOR (729 SF)(.12 CFM) = 88 TOTAL = 348 CFM MINIMUM OUTSIDE AIR FOR = 88 CFM UNOCCUPIED BUILDING MECHANICAL UNIT B: CLASSROOM (26 OCC)(10 CFM) = 260 AREA FACTOR (729 SF)(.12 CFM) = 88 TOTAL = 348 CFM MINIMUM OUTSIDE AIR FOR = 88 CFM UNOCCUPIED BUILDING MECHANICAL UNIT C: CLASSROOM (26 OCC)(10 CFM) = 260 AREA FACTOR (734 SF)(.12 CFM) = 88 TOTAL = 348 CFM MINIMUM OUTSIDE AIR FOR = 88 CFM UNOCCUPIED BUILDING MECHANICAL UNIT D: CLASSROOM (26 OCC)(10 CFM) = 260 AREA FACTOR (734 SF)(.12 CFM) = 88 TOTAL = 348 CFM MINIMUM OUTSIDE AIR FOR = 88 CFM UNOCCUPIED BUILDING MECHANICAL UNIT E: CLASSROOM (25 OCC) (10 CFM) = 250 AREA FACTOR (715 SF)(.12 CFM) = 88 TOTAL = 338 CFM MINIMUM OUTSIDE AIR FOR = 88 CFM UNOCCUPIED BUILDING MECHANICAL UNIT F: CLASSROOM (25 OCC) (10 CFM) = 250 AREA FACTOR (716 SF)(.12 CFM) = 88 TOTAL = 338 CFM MINIMUM OUTSIDE AIR FOR = 88 CFM UNOCCUPIED BUILDING MECHANICAL UNIT G: CLASSROOM (26 OCC)(10 CFM) = 260 AREA FACTOR (729 SF)(.12 CFM) = 88 TOTAL = 348 CFM MINIMUM OUTSIDE AIR FOR = 88 CFM UNOCCUPIED BUILDING MECHANICAL UNIT H: CLASSROOM (26 OCC)(10 CFM) = 260 AREA FACTOR (729 SF)(.12 CFMZ = 88 TOTAL = 348 CFM MINIMUM OUTSIDE AIR FOR = 88 CFM UNOCCUPIED BUILDING MECHANICAL UNIT J: CORRIDOR (-)(-) = 0 AREA FACTOR (1042 SF)(0 CFM) = 0 =0 MINIMUM OUTSIDE AIR FOR =0 CFM UNOCCUPIED BUILDING 1-7'o VTR �3'o VTR II I I 1 vz'a v 7'a v� I I li II I I II I I II WC -2 (4 FU) PlUIR-1 3 "0 co ��� 3 „0 w (10 I I I I n PLUMBING SCHEMATIC - DWV 4"o WASTE TO SAN. SEWER (42.5 FU) )F -1 ;.5 FU) 117'o HW (2) II II II II II II II II 1 114 "m BUILDING SUPPLY (63 FU) 34 PLUMBING SCHEMATIC - SUPPLY .r. 1--3 "m VTR I 7'm V II i l II II �� II II II II II WC -1 (4 FU) 117'o HW (3) 1- 1 117'0 VTR -3 "a CO PLUMBING FIXTURE SCHEDULE Mark Count Description Style GPM/ GPF WATTS DF -1 1 _ DUAL HGT. DRINKING FOUNTAIN ET -1 1 EXPANSION TANK:_ WATTS, PLT -5 FD -1 3 FLOOR DRAIN LAV -1 5 WALL HUNG LAVATORY VITR. CHINA 2.5 MS -1 1 MOP SINK UR -1 2 WASH DN URINAL FLUSH VALVE 1 WC -1 2 ACCESSIBLE W.C. TANK 1.6 WC-2 5 STANDARD W.C. TANK 1.6 WH -50 1 50 GAL. TANK ELEC. 240V 4500 PLUMBING NOTES 1. SUPPLY PIPING AND FITTINGS: • TYPE 'L' CU • CHLORINATED POLYVINYL CHLORIDE (CPVC) PLASTIC SCHED 40 • CROSSLINKED POLYETHYLENE (PEX) PLASTIC 2. SUPPLY PIPE SIZES BASED ON: • 100 FT. DEVELOPED LENGTH • 46 - 60 PSI 3. WASTE PIPING: • ABS - DWV 4. WASTE PIPE SIZES BASED ON: • 1/4” PER FOOT SLOPE 5. FLOOR DRAINS TO BE PROVIDED WITH TRAP SEAL PROTECTION PER OPSC/UPC 1007 6. TRAP PRIMERS TO BE MIN. 12" ABOVE FLOOR RIM PER OPSC 1007.4 7. WATER HEATING: • SERVICE WATER HEATING EQUIPMENT SHALL BE PROVIDED WITH TEMPERATURE CONTROLS PER WSEC C404.3 • HOT WATER FROM PUBLIC -USE LAVATORIES SHALL ALSO BE CONTROLLED PER UPC 421.2 • WATER HEATING EQUIPMENT SHALL BE SUPPLIED WITH HEAT TRAPS PER WSEC C404.4 • STRAP WATER HEATER TO WALL W/ 26 GA. x 1" SEISMIC STRAP W/ (1) #6 SMST TO TANK AND (1) #3 x 2" BUGLE HEAD SCREW TO WALL EACH END • HOT WATER PIPES TO BE INSULATED PER WSEC C404.6 • NO PEX PIPING WITHIN 18" OF WATER HEATER PER UPC 605.10 • PROVIDE PAN PER UPC 507.4 • PROVIDE SHUT -OFF VALVE AT COLD WATER INLET PER UPC 615.2 8. WATER HAMMER ARRESTER(S): INSTALL AT FLUSHOMETERS OR QUICK ACTING VALVES PER OPSC 609.10 NOTE: PLUMBING TREE BY OTHERS. BOTH WASTE AND VENT WILL REQUIRE HOOK -UP TO STUB -DOWN DUE TO LOCATION, SLOPE AND JOIST DEPTH. IT IS THE SITE PLUMBERS RESPONSIBILITY TO MAKE SURE THAT ALL PLUMBING DROPS ARE CONNECTED. SECTION CUT SCALE, 1 /„ = 1,_0„ 1-_ a 5,_0# 21_0u 10/_0# NTS ISER DETAIL SAMMY SCREW RUN ALL THREAD ROD TIGHT TO PIPE FOR RESTRAINT \ RISER 1. 6" 2 4" 3. 4 4. 4" ❑D JOIST OR TRUSS ALL THREAD ROD GER RING RINKLER PIPE CONSTRUCTION NOTES: 1. ALL WORK PER NFPA 13 2013 2. DRY SYSTEM MAINS SHALL SLOPE Y" EVERY 10' -0" FOR DRAINING. 3. DRY SYSTEM BRANCH LINES SHALL SLOPE )12 )) EVERY 10' -0" FOR DRAINING. WOOD STRUCTURE %' SIDE SAMMY SCREW %' ALL THREAD ROD RUN ALL THREAD ROD TIGHT TO PI FOR RESTRAINT SCHEMATIC D.I. UNDERGROUND (BY WILKINS 350 BACKFLOW CONTROL VALVE DRY VALVE WITH TRIM 5. Ya HP RISER MOUNT AIR 6. 21/2" CONTROL VALVE 7. Z1/2" READY RISER WITH 8. 2" SYSTEM DRAIN 9. RISER SUPPORT STANDS 10. SPARE HEAD BOX ER RING WOOD JOIST OR TRUSS - UNISTRUT DETERMINED BY SPAN LENGTH AND SECTION MODULUS OF PIPE INKLER PIPE RUN ALL THREAD ROD TIGHT TO PIPE FOR RESTRAINT"--, UNISTRUT ' LAG %' ALL THREAD ROD ANGER RING SPRINKLER PIPE ld-,NGER DETAILS NTS OTHERS) PREVENTER COMPRESSOR TRIM 11. BRACING AT TOP OF RISER WET SYSTEM DEMAND AT BASE 181.98 G.P.M. @ 39.50 P.S.I. DRY SYSTEM DEMAND AT BASE 433.37 G.P.M. @ 29.47 P.S.I. HANGER NOTES 1. HANGERS SHALL BE SAMMY SCREW ROD AND RING 2. TRAPEZE HANGERS SHALL BE UNISTRUT, UNISTRUT NUT, ROD AND RING. 3. ALL HANGERS PER NFPA 13. OF RISER: OF RISER: GENERAL NOTES 2.5" MIN FROM ENDS 1 CERTIFICATE 7 FIRE rROTECTION RNI my n s 1 Michael Todd Hallengren 1 7223 - 0107 -C Level 1 EME Emerald 8� L L C. ; 1 DROP CEILING TILE CEILING COVER PLATE SPRINKLER HEAD ri3 ! ■ 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER. 3. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 4. EARTHQUAKE E3RACING AND JOINING OF PIPE AND FITTINGS SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 5. OWNER TO PROVIDE A MINIMUM OF 40. F TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 6. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND OR HIS STRUCTURAL REPRESENTATIVES. NTS LEX DRIP DETAIL YELM SCHOOL DISTRICT 9 UNIT 1315 YELM AVE, W, YELM, WA 98597 EMERALD FIRE JOB NUMRFR; Pi rn-,ip p DATE: 4 -13 -16 1 REV: EMERALD FIRE FIRE SPRINKLER SPECIALISTS 11021 CRAMER RD. K.P.N. GIG HARBOR, WA, 98329 857 -2056 EMERAFL980MR DRAWN: MH /AD I SHEET: 1 OF 3 1 0 AMIN Cc C:) Co C4 I Iffito"i O B OEM .61 N—M • CD -4- IV all" t 1 )FIRE SPRINKLER PLAN SCALE: 14` Y-O" /-o# 2 /-o# 07 W B Mal Map r -. �Ni F �G) C7 c -Cf) CL ROOIVI C MW ■ miff YS RES h. EF-1 Ems MINN low, J )(K of MIN _ _.. miff YS RES h. EF-1 Ems MINN low, J )(K 11.0 MIN _ _.. • I J I INN =Los, IN S N 0 A. W �11 A 0 JAmi,? ItI-I E : :t4;�4 Elm A Win N 11.0 -2'- 7 GIM 3* REST R tOMM MIN _ _.. • I J I INN =Los, IN S N 0 A. W �11 A 0 JAmi,? ItI-I E -2'- 7 GIM 3* REST R tOMM MIN _ _.. -2'- 7 GIM 3* REST R tOMM 11 in Elm IN 111111t: I W11 no ■I- • i i 1 Imolm Ir G% CLAI:w- ROOM F _j CD Fz CD 'FAI CL Assr 'XDM H REMOTE AREA 1 CL ,1/1041 SQ, FT, I Michael Todd Hallengren 7223-0107-C Level 3 Emerald Fire, L.L.C. EMERAFL98 f • I INN =Los, IN S N 0 A. W �11 A 0 ItI-I E Elm A N Elm NoMp" G% CLAI:w- ROOM F _j CD Fz CD 'FAI CL Assr 'XDM H REMOTE AREA 1 CL ,1/1041 SQ, FT, I Michael Todd Hallengren 7223-0107-C Level 3 Emerald Fire, L.L.C. EMERAFL98 f A B C D E F H I J K L M N (0) P (Q) R 'T 1 7 ZERO POINT- REMOTE AREA 2 DRY ATTIC: \ 1/2563 SQ. IFT. 13 3 2 2 2 2 2 2 2 2 2 8' -0' 8' -0' 4' -6" 3'- 8' -0 8' -0 1 -6' 6' -6" 8' -0' 3' -1 '' ' -8" 8' -0 4' -6" 3'- 8' -0" 8'- 1 -6" 6' -6" 8' -0" 6' -0" DN 4X 0 DRY 32 SYSTEM RISER x - 4 0 I 3 11 2 2 2 8_09 g�_p• 4,_6" 3/- • g�_p , 8,_p 1 _6" 6,_6• 8,_p" 3,_1 ,_8• 8,_p 4,_6• 3,_ " 8,_p• g�- - " 6' -6" g�_p• 6,_p• s 31 314 313 312 311 310 309 30 2 in e 2 � I 3 1 2 2 2 2 2 2 2 8' -0' 8' -0' 4'- - ' -0 "' 8' -0 1 -6" 6' -6" 8,_0. 3,_1 • , -g" g� -p 4� -6• 3'- " g� -p• g'- _ 6,_6" 8' -0" 6' -0" 30-1 306 30 304 303 30 301 300 s (iJ 00 I cu 12 8' -0" 8' -0' 4'-6" 3'- " 8'_0• 8' -0 1 -6" 6' -6' 8' -0' 3,_1 " ' -8" 8'- 4' -6" 3'- " 8' -p" 8'- " 6' -6" 8' -0' 6' -0• 32 32 321 320 319 318 317 316 ZERO POINT C! 1 FIRE SPRINKLER SCALE; V4# = r -o° 1' PLAN! 10 ' -0" CSR��yy n OWN A-- ,Mftm7 FIRE ►ROTaC SpRtNKLlR syMS 1 1 Michael Todd flengren 1 1 7223 - 0107 -C Levet3 1 j Emerald Fire, L.L.C. 1 EMERAFL98 / 'mi�i�i����r� 21311 1