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Plans (127) OUR REDEEMER LUTHERAN CHURCH SHEET INDEX 28' x 64' MODULAR DAYCARE SHT. NO. SHEET NAME Rev.Current Rev ByIssued C 1.0 SITE PLAN 02/14/18 BJ A 0.0 COVER SHEET 02/14/18 BJ � 4 0 * ' A 0.1 GENERAL NOTES 02/14/18 BJ t �� .g' �*0044"4� # s * � A 0.2 ENERGY CODE NOTES E, �`.a:>:"s "'rs� sem � ',�� ,k1-44'. �x"c ,���"�,���;�"��.���,�a� 1� � � �,N.Yx:'...,. ��� ,- 1 ,"AT F ? � A 1.0 FLOOR PLAN II MI ° �N� .. ® IA 1.1 REFLECTED CEILING PLAN•■ '' 111 A 2.0 EXTERIOR ELEVATIONS 02/14/18 BJ III II A 2.1 EXTERIOR ELEVATIONS 02/14/18 BJ --_,__L__\ - IIII '""Nu.m.................................................................L..........1 'I A 3.0 FINISH PLAN (NOT USED) A A 3.1 FINISH NOTES 02/14/18 BJ A 3.2 SCHEDULES 02/14/18 BJ A di A 3.3 DATA SCHEDULES A 4.0 INTERIOR ELEVATIONS A 5.0 DETAILS LANDING LANDING A 5.1 WINDOW/DOOR DETAILS r- 7-� A-� S 1.0 FOUNDATION PLAN Ci^ DTRUCK S 2.0 FRAMING PLAN (NOT USED) Q [o] PANEL END S 3.0 BUILDING SECTIONS 02/14/18 BJ MOD A a S 4.0 FOUNDATION NOTES & DETAILS 2018-01-1A S 4.1 FOUNDATION DETAILS IS 4.2 FOUNDATION DETAILS S 4.3 DETAILS S 4.4 DETAILS MOD BTRUS 4.5 DETAILS 02/14/18 BJ 2018-01-1B END CK E 0.1 ELECTRICAL LEGEND & NOTES E 1.0 ELECTRICAL PLAN 02/14/18 BJ lc ,� E 2.0 LIGHTING PLAN 1 � TRUE >- E 3.0 ELEC. PANELS & LOAD CALCS. 02/14/18 BJ ������ PR�RFss� L J NORTH a IM0.1 HVAC NOTES & LEGEND 343' il < LANDING z M 1.0 HVAC PLAN OREGON CD < P 1.0 PLUMBING NOTES & SCHEMATICS �F� FFT ,e,9�e 0.0 II REV. DESCRIPTION DATE BY �� �� -k---/- � �� EXPIRES �zi3vis 1 CUSTOMER 02/14/18 BJ REUSE OF DOCUMENTS HEET O\ / S H T B# 2018-AR-01 t THIS DOCUMENT AND THE IDEAS JEREN V r AND DESIGNS INCORPORATED PROD. SHEET# HEREIN ARE THE PROPERTY OF L1BUILDING 28 x 64 MODULAR DAYCARE MODERN BUILDING SYSTEMS INC. A/� 0.0.O AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS,INC WHOLE OR IN PART FOR ANY OUR REDEEMER LUTHERAN CHURCH TELEPHONE:(503)749-4949 FAX(503)749 4950 OTHER USE OR PROJECT P .BOX 110,9493 PORTER ROAD,ALMSVILLE,OR 97325 WITHOUT WRITTEN CHECKOUTOURWEBPATE S, modembu1Id1ngsystsms.com ADDRESS 13401 SW BENISH ST,TIGARD, OR 97223 °RW T$ DATE 12/19/17 AUTHORIZATION. ®MODERN BUILDING SYSTEMS,INCI .2017 GENERAL NOTES DESIGN CRITERIA 1. THE TERM IBC SHALL APPLY TO THE CURRENT EDITION OF GENERAL THE INTERNATIONAL BUILDING CODE (IBC)AS AMENDED BY THE STATES OF OREGON AND WASHINGTON. FOR PROJECTS IN CONSTRUCTION TYPE VB (NON-SPRINKLERED) ALL OTHER STATES IT SHALL APPLY TO THE CURRENT EDITION OF THE UBC OR IBC AS ADOPTED BY THAT STATE. OCCUPANCY GROUP E 2. ALL CONTROLS AND HARDWARE SHALL BE ACCESSIBLE TO OCCUPANCY LOAD 44 PERSONS WITH DISABILITIES. DISTANCE TO PROPERTY LINE FRONT: 10' MIN. OR ASSUMED PROPERTY LINE REAR: 10' MIN. 3. LOCAL JURISDICTION TO DETERMINE COMPLIANCE WITH IBC CHAPTER 29(WITH REGARD TO ADJACENT FACILITIES) IN LEFT: 10' MIN. ACCORDANCE WITH THEIR CURRENTLY ADOPTED EDITION OF THE IBC. - T: 10' I 4. WHERE REQUIRED, PORTABLE FIRE EXTINGUISHERS SHALL BE ELECTRICAL INSTALLED IN ACCORDANCE WITH 2015 IFC SECTION 906 ELECTRICAL SERVICE LOAD 225A/ 120/240V/1 PH. A 1 5. PER WAC 296-150F-0605 REQUIRES TOILET FACILITIES LOCATED IN 48.9 kVA AN ADJACENT FACILITY TO BE NOTED ON THE PLAN SUBMITTAL MECHANICAL AND THAT THE REQUIREMENTS OF IBC CHAPTER 29, SECTION 2902, TABLE 2902.1 OF THE STATE BUILDING CODE MUST BE VERIFIED BY VENTILATION OCCUPANCY LOAD 54 THE LOCAL JURISDICTION BUILDING OFFICIAL AND SHOWN ON CLIMATE ZONE 4C/5B THE NLEA. HEATING SPV/HP 6. IF APPLICABLE, SPECIAL INSPECTION REQUIRED IN ACCORDANCE AIR-CONDITIONING YES WITH IBC CHAPTER 17, SECTION 1705. FOR THIS PROJECT ALL APPLICABLE CRITERIA IS RELATED TO WELDING. THE P.E. CAN PLUMBING PERFORM THE INSPECTION. PLUMBING OCCUPANCY LOAD 44(22 MALE/22 FEMALE) 7. IF APPLICABLE, SPECIAL INSPECTION OF WOOD SHEAR WALLS QUANTITY OF PLUMBING FIXTURES 7 WITH FASTENER SPACING OF LESS THAN 4"WILL BE PERFORMED BY THE ENGINEER OF RECORD OR ALTERNATE. A REPORT SHALL STRUCTURAL BE SUBMITTED TO THE DEPARTMENT AND PLACED INTO THE ROOF SNOW LOAD 30 PSF APPROVED SET. FLOOR LIVE LOAD 50 PSF 8. IF APPLICABLE, FIRE ALARM SYSTEM TO BE FIELD INSTALLED(BY OTHERS) PER 2015 IBC SECTION 907.1.2. SEE ELECTRICAL PLAN WIND LOAD Lambda = 1.0 Vult= 140 MPH (Vasd = 108 MPH) 3 SECOND GUST- EXP. B FOR DEVICE LOCATIONS. FIRE ALARM INSPECTION AND APPROVAL SEISMIC BEARING WALL SYSTEM: Ss= 1.500, Fe= 1.000 PER LOCAL AUTHORITY HAVING JURISDICTION. SDS = 1.000, RISK CATEGORY II 9. IF APPLICABLE, FIRE SAFETY AND EVACUATION PLANS SHALL BE le= 1.0, SEISMIC DESIGN CATEGORY D, SITE CLASS D PROVIDED BY OWNER PRIOR TO CERTIFICATE OF OCCUPANCY PER 2015 IFC SECTION 403 10.THIS SET OF PLANS PREPARED AND SUBMITTED FOR APPROVAL UNDER THE FOLLOWING CODES: -KcBUILDING 2015 IBC N13 NE R S MECHANICAL 2015 IMC 1 la FIRE 2015 IFC PLUMBING 2017 OPSC wqe, OREGON ENERGY 2014 OEESC j/ ''''T 18�� -) ELECTRICAL 2017 OESC ✓HT1 A RASA� EXPIRES 12/31/18 REV. DESCRIPTION DATE BY 1 CUSTOMER 02/14/18 BJ REUSE OF DOCUMENTS DEERN SHEET GENERAL NOTES JOB# 2018-AR-01 THIS DOCUMENT AND THE IDEAS 1 AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF BUILDING SYSTEMS PROJ. 28' x 64' MODULAR DAYCARE SHEE # MODERN BUILDING SYSTEMS INC. OUR REDEEMER LUTHERAN CHURCH 0. 1 AND ARE NOTTTOOBE USED IN MODERN BUILDING SYSTEMS,INC: WHOLE OR IN PART FOR ANY TELEPHONE:(503)749-4949 FAX:(503)749-4950 OTHER USE OR PROJECT P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 WITHOUT WRITTEN CHECKOUTOURWEBPAGE:www.modembuuIdirgsystems.com ADDRESS 13401 SW BENISH ST,TIGARD, DRWTS DATE AUTHORIZATION. Q MODERN BUILDING SYSTEMS,INC.2017 OR 97223 I�7 12/19/17 ENERGY CODE NOTES 1. ALL BUILDING THERMAL ENVELOPE INSULATION SHALL BE MARKED IN ACCORDANCE WITH OEESC 303.1.1 AND INSTALLED PER OEESC 303.1.2 2. BLOWN-IN INSULATION SHALL BE INSTALLED AND CERTIFIED PER OEESC 303.1.1.1 3. ALL AIR BARRIER MATERIALS SHALL BE ASTM E2178 RATED OR AS LISTED IN OEESC 502.4.1.2.1 4. AIR BARRIER COMPLIANCE OPTIONS: CONTINUOUS AIR BARRIER FOR THE OPAQUE BUILDING ENVELOPE SHALL COMPLY WITH OEESC 502.4.1.2 5. PENETRATIONS OF THE AIR BARRIER SHALL BE CAULKED, GASKETED OR SEALED PER OEESC 502.4.2 6. ALL FENESTRATION ASSEMBLIES SHALL BE LABELED BY THE MANUFACTURER PER OEESC 303.1.3 7. AIR ECONOMIZER SHALL BE CAPABLE OF PROVIDING 100% OUTSIDE AIR PER OEESC 503.3.1 8. ECONOMIZER HIGH-LIMIT SHUTOFF CONTROL IS ELECTRONIC ENTHALPY PER MANUFACTURERS SPECIFICATIONS 9. MECHANICAL VENTILATION SYSTEM SHALL HAVE THE CAPABILITY TO REDUCE THE OUTSIDE AIR SUPPLY TO THE MINIMUM REQUIRED PER OEESC 503.2.5 10.OUTSIDE AIR AND EXHAUST AIR DAMPERS SHALL BE RATED PER OEESC 502.4.4 AND 503.2.4.5 <AD PROFS fR 13 431 al • EGON PT. 18 1k/A R AS \ EXPIRES 12/31/18 REV. DESCRIPTION DATE BY SHEET JOB# q REUSE OF DOCUMENTS ERN ENERGY CODE NOTES 2 18-AR-01 THIS DOCUMENT AND THE IDEAS 4/K AND DESIGNS INCORPORATED PROD. SHEET# HEREIN ARE THE PROPERTY OF BUILDING SYSTEMS 28' x 64' MODULAR DAYCARE MODERN BUILDING SYSTEMS INC. A .^ AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS,INC. WHOLE OUR REDEEMER LUTHERAN CHURCH , 2 TELEPHONE(503)749-4949 FAX:(503)749-4950 OTHER USE OR PROJECT IN PART FOR ANY P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 AUTHORIZATION. WRITTEN cHECKOUTOURWEBPAGE:www.modembuiidirgsystems.com ADDRESS 13401 SW BENISH ST,TIGARD,OR 97223 DRWTS` DATE 12/19/17 AUTHORIZATION. Q MODERN BUILDING SYSTEMS,INC.2017 0 0 3 - 64'-0" / F / II 32'- 0" I 32'-0" / // - 23'-4" 8'-8" - 8'-8" 23'-4" / / / / / 7'-0" 4'-0" 5'-0" 4'-0" 3'-4" - - 3'-4" 4'- 0" 5'-0" 4'-0" 7'-0" / / / / / A V / / / / / RESTROOM A RESTROOM B 1 A A A S 3.0 ® (---- \'O` 0/ \ ELEC. o A4.0 1 A4.0 3 J 5 A4.0 PANEL ti a °° >- i I � � . 1 , 1 I / � I I o a, Co E- '� L _ j_T — - — L I �- THIS END MOD A' M O D A • • r • = I S 4.4 ONLY - MECH ,, \ S © 'G � 6 � Z UNIT A = \ l9-1 I N - 2 x 6 PLUMBING WALL 7L10 I 5 �_ a ~ CLASSROOM A CLASSROOM B S 4.4 iv\ I_ ,I MECH —to \ I TYP• _ UNIT B B t \--1,,C ;ET \ - I -.E, CV Ai A / I N i- / /1'- 7 1/2" I- Adik ( 4 ak TYP. ` S 4.3 ` S 4.3 ©S 4.5 (6)5/8" DIA. M.B.'S W/NUTS > 1 ' ROOF FLOOR AND WASHERS- -0" FROM �" ENDS, EA. SIDE OF COLUMNS o S 4.4 4 MOD B AND EQUALLY SPACED I ROOF I io SIMP. CS18 W/(4) N1O'S 2 ' EA. END, FROM STUD S 4.4 A 2- TO FLR RIM -TYP. FLOOR ` S 4.3 S 4.3 I I ROOF FLOOR - 430 \ tp =r1 O O O O j - - N FR A A A A ��' 13 431 til MRECON V�SFLOOR PLAN 7'-0" 4'-0" 10'- 0" 4'-0" 4'- 0" 3' - 0" 3'-0" 4'- 0" 4'- 0" 10'-0" 4'-0" 7'-0" FpT 18 19cb (- 1 8. 3/16" = 1'-0" / / / / / / / / / / / / / <Tyq. RASA eL eL REV. DESCRIPTION DATE BY EXPIRES 12/31/18ERN SHEET FLOOR PLAN JOB# ►018-AR-01 REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS E5c/ AND DESIGNS INCORPORATED PROJ. SHEET HEREIN ARE THE PROPERTY OF BUILDING SYSTEMS28' x 64' MODULAR DAYCARE MODERN BUILDING SYSTEMS INC. A ■O AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS.INC. OUR REDEEMER LUTHERAN CHURCH WHOLE OR IN PART FOR ANY TELEPHONE:(503)749-4949 FAX:(503)749-4950 OTHER USE OR PROJECT P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 — WITHOUT WRITTEN CHECKOUTOURWEBPAGE:www.modembuildingsystems.com ADDRESS 13401 SW BENISH ST,TIGARD, OR 97223 DRWTS DATE AUTHORIZATION. ®MODERN BUILDING SYSTEMS,INC.2017 1 t7 12/19/17 REFLECTED CEILING SYMBOL LEGEND REFLECTED CEILING PLAN NOTES LAY-IN LIGHT FIXTURE 1. DIMENSIONS TO FLOOR, WALLS AND CEILING ARE TO FACE OF FINISH (U.N.O.) 0 SURFACE MOUNTED LIGHT FIXTURE 2. SEE SHEET A 5.1 FOR TYPICAL CEILING DETAILSEl CEILING MOUNTED EXHAUST FAN EXTERIOR WALL MOUNTED LIGHT FIXTURE 0 X LAY-IN SUPPLY AIR � 1'- 5 7/8" os CEILING MOUNTED OCCUPANCY SENSOR 0 V' EXIT AND EMERGENCY LIGHT FIXTURE - vv aoo N. O c i RESTROOM B W _- RESTROOM A ' ] CLASSROOM A CLASSROOM B I. / �\w I B — — — — — , — — — — M H 1 t tI 6\ r- _ o � 0 PROFFS / \ iM ��n ,-14,c-- c."` `N 5 I N E ER S/ C 13 431 id f-pT,RECON. � REFLECTED CEILING PLAN F' 18 ,qg c 3/16" = 1'-0" Hq RAS EXPIRES. 12/31/18 REV. DESCRIPTION DATE BY REUSE OF DOCUMENTS SHEET REFLECTED CEILING PLAN JOB# 018-AR-01 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED14 HEREIN ARE THE PROPERTY OF BUILDING SYSTEMS PROJ. 28' x 64' MODULAR DAYCARE SHEET MODERN BSYSTEMS INC. OUR REDEEMER LUTHERAN CHURCH A� 1 . 1 AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS INC. WHOLE ORR IN IN PAR PART FOR ANY OTHER USE OR PROJECT TELEPHONE:(503)749-4949 FAX:(503)749-4950 P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 - WITHOUT WRITTEN CHECK OUT OUR WEB PAGE: ADDRESS 13401 SW BENISH ST, TIGARD, OR 97223 DRW TS DATE 12/19/17 AUTHORIZATION. Q MODERN BUILDING SYSTEMS,INC.2017 • 1'I ROOF FALL PROTECTION ANCHOR (3) � EACH MOD(6)TOTAL / \ 6'-0" 26'-0" 26'- 0" 6'-0" / MIN. fir/ MIN. ''Th< :r.:�ssc==rte z=s•�__ _:_� -- rsa t=om -��=a -• - -4--- _se , - -- _ -- __ __ - _ ___-_-- -_- c_•=._. ,_,pie- 'r-s__"�a'_ '_ fir- • -r - E} ��—.a -.- - t s� - _ _ riC qtr= -_� ..,._.._-_-1--. ' M' -a_.sr _ �___-f ife- - -z- ir__. ' _ '� sus :sss.� � s--�,s s-�3� r� _'_ _ 4�_ �-.F _a _��M r � `'_._ �9e = _. _..-s4r _��s=s =_r- ?� . '_ ee: �s s'_� __.L...= _ LZsem s:_ az' - sFsrs .:� _t��s.-ems -- _'' '�_ - r ___��f i'e=- "_' _ __ - �s.r-_ _ r:�._ -x ::-� aG=__t sl�_ Ls�---L:_. � rsaL. _--sea::L-dsrmx xs:--c � •r-. _4.,...„... , — .., _ __M- i-.,: .rr— jaa _ _. 71r_-.S -�e• -.= - ��'L��- '� �. ... 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Y �1� '-wwwswrav a - ss. s_. .ss-L -__ :• -.:r_. �_: �r_.. csr _�—� �+__�S. �i ,.-_= "-._. -: ,s �--�.r-.• • _ �=—:r:3-=-:-s_- - =fi -_ rL:..--11 s . rati Roof/ Plate — _ — A , , lo I 1 11— Fin-Floor -coq ` ` •. - - � - ` 261.65'± i_ 0”• 5 - 5 -0 ONORTH ELEVATION 3/16" = 1'-0" A 312 MOD BATT W/(2) ROWS 0 OF 6d AT 6"O.C. -TYP. 1 A 001,;.--).A../-'1/4-- - , - Roof/ Plate TYP. INSIGNIA M. 1 LOCATION _ _ i— • — , - _ Fin-Floor_� 90 PROF 7 261.65'± �<� NGNEERe s,, � 13L31 g "EGON Iti ..-s- P r = ® WEST SIDE ELEVATION FTyq RAs1`� 3/16" = 1'-0" _ EXPIRES 12/31/18 REV. DESCRIPTION DATE BY 1 CUSTOMER 02/14/18 BJ REUSE OF DOCUMENTS SHEET EXTERIOR ELEVATIONS JOB# 2 18-AR-01 THIS DOCUMENT AND THE IDEAS FAN AND DESIGNS INCORPORATED PROD. SHEET# HEREIN ARE THE PROPERTY OF BUILDING SYSTEMS 28' x 64' MODULAR DAYCARE MODERN BUILDING SYSTEMS INC. A . AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS.INC. OUR REDEEMER LUTHERAN CHURCH • _I WHOLE OR IN PART FOR ANY TELEPHONE:(503)74&4949 FAX:(503)749-4950 OTHER USE OR PROJECT P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 WITHOUT WRITTEN CHECK OUT OUR WEB PAGE:www.modembuildingsystems.com ADDRESS 13401 SW BENISH ST, TIGARD, OR 97223 DRWTS DATE 12/19/17 AUTHORIZATION. ®MODERN BUILDING SYSTEMS,INC.2017 FLOOR CONSTRUCTION CEILING NOTES FINISH: SHEET VINYL THRU-OUT CEILING HEIGHT: NOMINAL 8'-0"(U.N.O.) FASTENING/SCHEDULE MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS BASE: 6"VINYL AT RESTROOM, 4"VINYL AT BALANCE CEILING: SUSPENDED T-GRID W/ACOUSTIC TILE (EXCEPT AS NOTED ON DRAWINGS) (REF: MFR'S INSTALLATION DATA) UNDERLAYMENT: 11/32" CCP THRU-OUT CONNECTION NO./SPACING INSTALL SUSPENDED CEILING PER IBC, ASTM Ce RIM JOIST TO FLOOR JOIST 3 PER JOIST SUBFLOOR: 23/32"APA RATED SHEATHING (24) C635, C636,ESR-1308 AND 401 DATED 12/13 0 JOIST TO JOIST 2 ROWS AT 12"O.C. (ACTS AS 1 PERM MAX. VAPOR BARRIER) -1 BLOCKING 2 EACH END (ACTS AS AIR BARRIER) ATTACH LIGHT FIXTURES TO CEILING GRID W/(4)#6 x 1"STSM SCREWS STUDS TO PLATES- END NAIL 2 EACH END AT 2 x 4 JOISTS: 2 x 8 DF#2 AT 16"O.C., DBL. 2 x 8 AT ENDS STUDS TO PLATES- END NAIL 3 EACH END AT 2 x 6 ATTACH HVAC DIFFUSERS TO CEILING GRID BLOCKING 2 EACH END RIM JOISTS: MURPHY LVL 3100 Fb-2.0E, 1.5"W x 7-1/4" D W/(4)#6 x 1" STSM SCREWS J JAMB STUD TO 4x HEADER MIN. 4 EACH END (ESR-1387 AND ESR-2913) < JAMB STUD TO 2x HEADER MIN. 2 EACH END LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED STUD TO STUD (CRIPPLE, ETC.) 8" O.C. OFFSET RIMS: P.T. 2 x 8 BY 12-1/2 GA. WIRES AT OPPOSITE CORNERS UPPER TOP PLATE TO LOWER 2 EACH SIDE OF STUD TOP PLATE INSULATION: R-30 U (2 LAYERS R-15 FIBERGLASS BATTS) ROOF CONSTRUCTION BOTTOM PLATE TO FLOOR 2 EACH SIDE OF STUD BOTTOM CLOSURE: FS-25 ROOFING: FIBERGLASS COMP. SHINGLES OVER(2) LAYERS RIM JOIST TO RAFTER 3 PER RAFTER 15#FELT (MIN. CLASS B , (6)STAPLES RIM JOIST TO TRUSS MIN. 2 PER TRUSS EXTERIOR WALL CONSTRUCTION RAFTER TO RAFTER 2 ROWS AT 12" O.C. SHEATHING 15/32" CDX(32/16) •ND CEDAR TEXTURE p DG 2 END - PLATE HEIGHT: 8'-1 1/8" - , re2 2 x x 4 4 LEDGER 2 ROWS AT 6"O.C. PANEL(N• ''•` , ' - DOWN AT EXPOSED 2x BRACE TO RAFTER 4 AT RAFTER OVERHANGS SIDING: 15/32"T1-11 (16)W/8"VERT. GROOVES (ACTS AS AIR BARRIER) NOTE: ALL FASTENERS ARE 12d (.131) SHEATHING: NONE FRAMING: 2 x 10 HF#2 AT 24" O.C. STANDARD SHEATHING FASTENING - U.N.O. FROM ESR-1539 JULY 2017 STUDS: 2 x 6 DF STUD GRADE AT 16"O.C. W/BLDG BEAMS: (2) MURPHY LVL 3100 Fb 2.0E, 1.5"W x 24" D MIN. WRAP AT EXTERIOR(ACTS AS A WATER RESISTIVE (ESR-1387 AND ESR-2913) BARRIER) SPACING TYPE LENGTH INSULATION: R-38(CELLULOSE)W/ FS-25 FLOOR SHEATHING (UNBLOCKED) INSULATION: R-21 U (FIBERGLASS BATTS) (ACTS AS 1 PERM MAX. VAPOR BARRIER) HEADERS TO BE(2)2x W/MIN. R-10 INSULATION 23/32" CDX OR O.S.B. OR 6" EDGE 8d (.113) 2-3/8" BETWEEN. SEE DOOR AND WINDOW SCHEDULE FOR SIZE. OVERHANG: 12" A 1STURDI - FLOOR T&G 8" FIELD RING-SHANK INTERIOR FINISH: 5/8"V.C. GYPSUM BOARD ROOF PITC • 3 IN 12 FLOOR UNDERLAYMENT(GLUE AND STAGGER JOINTS) (ACTS AS 1 PERM MAX. VAPOR BARRIER) 11/32" CCP 8" EDGE #7 SCREWS 1-5/8" (ACTS AS AIR BARRIER) EXTERIOR NOTES 8" FIELD F.R.P. OVER WATER RESISTANT GYPSUM BOARD AT RESTROOMS CORNER BATTS: 1 x 4 SIDING (ALL EDGES SUPPORTED) SKIRT: NONE FASCIA: 1 x 6 /1\ ` 15/32"T1-11 6" EDGE 8d (.113) 2-1/2" 12" FIELD GALVANIZED - BARGE: 1 x 6 INTERIOR WALL CONSTRUCTION WINDOW/DOOR TRIM: 1 x 4 ROOFSHEATHING (UNBLOCKED) r--,,,c,INEF,9 <� PRSFssPLATE HEIGHT: 8'-1 1/8" 1iL31 STUDS: 2 x 4 HF STUD GRADE AT 16" O.C. (U.N.O.) GUTTERS: 4" K-LINE (PREFINISHED) \ 8" FIELD GALVANIZED cr INTERIOR FINISH: 5/8"V.C. GYPSUM BOARD DOWNSPOUTS: 2"x 3" RECT. (PREFINISHED) SF- T 18.V c_� F.R.P. OVER WATER RESISTANT GYPSUM BOARD 'FTHq RASM\\ AT RESTROOMS EXPIRES.12/31/18 REV. DESCRIPTION DATE BY SHEET FINISH NOTES JOB# 018-AR-01 1 CUSTOMER 02/14/18 BJTHIREUSE OF DOCUMENTS E THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF 41,1ABUILDING SYSTEMS PROJ• 28' x 64' MODULAR DAYCARE SHEET MODERN BUILDING SYSTEMS INC. OUR REDEEMER LUTHERAN CHURCH 3. 1 AND ARE NOT TOOBE USED IN MODERN BUILDING SYSTEMS,INC. WHOLE OR IN PART FOR ANY TELEPHONE:(503)749-4949 FAX(503)749-4950 OTHER USE OR PROJECT P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 WITHOUT WRITTEN CHECK OUT OUR WEB PAGE.www.modembuildingsystems.com ADDRESS 13401 SW BEN ISH ST, DRW DATE AUTHORIZATION. ©MODERN BUILDING SYSTEMS,INC.2017 TIGARD, OR 97223 TS 12/19/17 DOOR SCHEDULE Mark Width Height Thickness Swing or Lite Size Lite Glass Face Door Finish Frame Type Frame Finish Throat R.O. Type Hdw Group Fire Rating Door Header U-Val : remarks 1 3'-0" 6'- 8" 1 3/4" RHOS INS - - MTL PT HM PT 6 3/4" A 1 (2)2 x 6 DF#2 .2- SEE NOTE #5 2 3'-0" 6'-8" 1 3/4" LHOS INS - - MTL PT HM PT 6 3/4" A 1 (2)2 x 6 DF#2 .22 SEE NOTE#5 3 3'-0" 6'- 8" 1 3/4" LHOS INS - - MTL PT HM PT 6 3/4" A 1 (2)2 x 6 DF#2 .2- SEE NOTE#5 4 3'-0" 6'-8" 1 3/4" RHOS INS - - MTL PT HM PT 6 3/4" A 1 (2)2 x 6 DF#2 .22 SEE NOTE#5 5 3'-0" 6' - 8" 1 3/4" LH - - WD BRCH TIM PT 4 3/4" 2 2 6 3'-0" 6'-8" 13/4" RH SC - - WD BRCH TIM PT 43/4" 2 2 7 3'-0" 6'-8" 1 3/4" LH SC - - WD BRCH TIM PT 4 3/4" 2 3 NOTES: 1 1. CAULK AND SEAL ALL EXTERIOR DOORS 1 2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT(U.N.O.) DO.- . AD - 2" U 4. AL II•ORS '• AVE ' O-EN. I FORCE NOT EXCEED 5 POUNDS A /1\ 5. POLYURETHANE DOOR CORE WINDOW SCHEDULE Mark Count Width Height Type Frame a ass SH C U-VA Air Leakage Ext. Trim Int. Trim Window Header Comments A 8 4'-0" 4'-0" XO VINYL TRIPLE/LOW E/ 0.25 0.19 .18 CFM/SF 1x4 BRCH (2)2 x 6 DF#2 MONTECITO 8120M HV SUNCOAT NOTES: 1. CAULK AND SEAL ALL EXTERIOR WINDOWS HARDWARE SCHEDULE GROUP #1 GROUP #2 GROUP #3 GROUP #4 GROUP #5 GROUP #6 GROUP #7 1-1/2 PAIR BUTTS 1-1/2 PAIR BUTTS 1-1/2 PAIR BUTTS • E-. • ► LEVER/LEVER(PRIVACY) LEVER/LEVER(PASSAGE) CLOSE' WALL STOP WALL STOP WEATHER-STRIP HAGER 891S DOOR BOTTOM (CONCEALED HAGER 742S 1/2" MAX.ACCESSIBLE THR SHOLD ABBREVIATIONS - AL ALUMINUM CLR CLEAR HC HOLLOW CORE LHR LEFT HAND REV. RHR RIGHT HAND REV. TTP TAPE, TEXTURE, PT �<���D PROFFSs AFF ABOVE FIN. FLR. CS CAULK AND SEAL HF HEM FIR MTL METAL SC SOLID CORE VWS VINYL WRAP SURR. �� 13 431 R BA BRONZE ANODIZED FGL FIBERGLASS HM HOLLOW METAL NRW NARROW (LITE) SF STOREFRONT WD WOOD • ta BV BOTTOM VENT FP FACTORY PRIMED INS INSULATED PF PREFINISHED STN STAIN WLD WELDED BRCH BIRCH FPT FIELD PAINTED KD KNOCK DOWN PT PAINT TIM TIMELY FRAME �L S OREGON cam , CDR CEDAR HB HARDBOARD LH LEFT HAND RH RIGHT HAND TMP TEMPERED iFTNq R EXPIRES 12/31/18 REV. DESCRIPTION DATE BY 1 CUSTOMER 02/14/18 BJ REUSE OF DOCUMENTSSHEET SCHEDULES JOB# 018-AR-01 THIS DOCUMENT AND THE IDEAS ZHDDERN AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF BUILDING SYSTEMS PROJ. 28' x 64' MODULAR DAYCARE SHEET MODERN NLDGSYSTEMSINC. ANOUR REDEEMER LUTHERAN CHURCH 3.2 AND ARE NOT TOOBE USED IN MODERN BUILDING SYSTEMS,INC. WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT TELEPHONE:(503)749-4949 FAX:(503)749-4950 W ITHOUT W KITTEN P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 CHECKOUTOURWEBPAGE:www.modembuildingsystems.com ADDRESS 13401 SW BENISH ST, TIGARD, OR 97223 DRWTS DATE 12/19/17 AUTHORIZATION. Q MODERN BUILDING SYSTEMS,INC.2017 • DOOR ROUGH OPENING SCHEDULE AREA SCHEDULE (Gross Building) EXTERIOR DOORS AREA TYPE NO. MODS AREA METAL DOORS W/HOLLOW METAL FRAME (WELDED) Gross Building Area 2 1771 SF A R.O. WIDTH CALL SIZE +4-1/2" R.O. HEIGHT CALL SIZE + 2-1/8" B DBL. METAL DOORS W/ HOLLOW METAL FRAME (WELDED) R.O. WIDTH CALL SIZE +4-1/2" R.O. HEIGHT CALL SIZE + 2-1/8" ROOF SCHEDULE C STOREFRONT DOOR R.O. WIDTH CALL SIZE+4-1/2" DESCRIPTION AREA R.O. HEIGHT CALL SIZE +2-1/8" ROOFING 2018 SF D TIMELY SPLIT MEDIA DOOR R.O. WIDTH CALL SIZE + 1-1/4" R.O. HEIGHT CALL SIZE + 1" E1 METAL DOOR W/WOOD FRAME (PEASE AND STANLEY)(INSWING) R.O. WIDTH CALL SIZE + 2" WALL SCHEDULE R.O. HEIGHT CALL SIZE + 2" DESCRIPTION LENGTH E2 METAL DOOR W/WOOD FRAME (PEASE AND STANLEY)(OUTSWING) CONCRETE STEMWALL 181'-4" R.O. WIDTH CALL SIZE + 2" EXTERIOR 2x6 181'-6" R.O. HEIGHT CALL SIZE + 1-9/16" STOCKER DOOR INTERIOR 2x3 13' -7" F R.O. WIDTH CALL SIZE + 1-1/4" INTERIOR 2x4 52'-2" R.O. HEIGHT CALL SIZE + 1" INTERIOR 2x6 7'- 7" G METAL DOOR W/HOLLOW METAL FRAME (KNOCK-DOWN) R.O. WIDTH CALL SIZE+2" R.O. HEIGHT CALL SIZE + 1" OCCUPANT LOAD SCHEDULE INTERIOR DOORS LOAD OCCUPANT HOLLOW/SOLID WOOD DOOR W/WOOD FRAME FUNCTION OF SPACE Area FACTOR LOAD 1 R.O. WIDTH CALL SIZE + 2" CLASSROOM A 765 SF 35 22 R.O. HEIGHT CALL SIZE +2-1/8" CLASSROOM B 765 SF 35 22 2 SOLID WOOD DOOR W/TIMELY FRAME Total 44 R.O. WIDTH CALL SIZE + 1-1/4" R.O. HEIGHT CALL SIZE + 1" 3 POCKET DOOR R.O. WIDTH 2x CALL SIZE +2" R.O. HEIGHT CALL SIZE +4" 4 BI-PASS DOOR c,c6 PROFF' R.O. WIDTH CALL SIZE \c,' �,,c,INEE-R R.O. HEIGHT CALL SIZE + 2-1/8" �� 13 431 ta BI-FOLD DOOR 5 R.O. WIDTH CALL SIZEREGON R.O. HEIGHT CALL SIZE + 5/8" I. -CFr 18 19ab FjV A R F'91\ NOTE: ALL TRIMMER HEIGHTS = R.O. CALL SIZE MINUS 1-1/2" EXPIRES 12/31/18 REV. DESCRIPTION DATE BY SHEET DATA SCHEDULES JOB# .018-AR-01 REUSE OF TMNNTS ERN THIS DOCUMENT AND THE IDEAS , AND DESIGNS INCORPORATED PROJ. SHEET HEREIN ARE THE PROPERTY OF BUILDING SYSTEMS 28' x 64' MODULAR DAYCARE • MODERN BUILDING SYSTEMS INC. OUR REDEEMER LUTHERAN CHURCH ' 3 3 AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS.INC. WHOLE OR IN PART FOR ANY ■ OTHER USE OR PROJECT TELEPHONE:(503)749-4949 FAX:(503)749-4950 W ITHOUT WRITTEN P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 AUTHORIZATION. CHECKOUTOURWEBPAGE:www.modembuildingsystems.com ADDRESS 13401 SW BENISH ST,TIGARD, OR 97223 DRWT$ DATE 12/19/17 ®MODERN BUILDING SYSTEMS,INC.2017 4" BACKSPLASH18"x 36" MIRROR 4'-9" MIN. 4'-4" MIN. 15" BARSINK ^ (FULL OFFSET) _ -1 T.P. c.__ - , : r� o ,n ,n . DISP. , I °' X i< > N N .� ' ..,i' ' iI; 8 GAL. W.H. ''.... N M ■ � �\ 2'-0" 3'- 0" NOTE: 4'-0" HIGH FRP WAINSCOT " '-3" PROVIDE PROTECTIVE PROVIDE 24" 1'-61 CLR. ACCESS OVER WATER RESISTANT INSUL. AT HOT WATER TO WATER HEATER GYPSUM BOARD-TYP. / / /r )(/ AND WASTE PIPES O TYP. CLASSROOM 2 RESTROOM O STROOM A - SIDE WALL O RESTROOM A - BACK WALL 1/4" 18"x 36" MIRROR 4' -9" MIN. 4' -4" MIN. INTERIOR ELEVATION NOTES :,-',_.:',:- ,:-,,::-,_,: -:::„::,-,1 1. DIMENSIONS TO FLOOR, WALLS AND CEILING ARE TO FACE OF FINISH (U.N.O.) .._.1';‘,_,-,`,. '_:,, - ;- T.P. `.r - _ DISP. XX j 2. PROVIDE WOOD BLOCKING FOR ALL ACCESSORIES 'L,* _;,„_ :. ,,„ EN 2 ;-) ,Q I �"C' MOUNTED IN GYPSUM BOARD PARTITIONS. MN �� MAINTAIN INTEGRITY OF FIRE RATING WHERE ACCESSORIES ARE IN RATED WALLS. 4'-0" HIGH FRP WAINSCOT • PROVIDE PROTECTIVE 1' -3" 1'-6" 3. SEE DETAILS ON SHEET A5.0 FOR ADA RESTROOM OVER WATER RESISTANT INSUL. AT HOT WATER GYPSUM BOARD-TYP. AND WASTE PIPE ACCESSORIES AND MOUNTING HEIGHTS. CE ���ED PROFFS ® RESTROOM B - SIDE WALL 5 RESTROOM B - BACK WALL 3, la 1/4" — 1'-0" O 1/4" = 1'-0" OREGON SFPr 18 r9se �/ ' 1/YA RAS�� EXPIRES 12/31/18 REV. DESCRIPTION DATE BY SHEET JOB# REUSE OF DOCUMENTS DERN INTERIOR ELEVATIONS r o1$-AR-o1 THIS DOCUMENT AND THE IDEAS dii/E) AND DESIGNS INCORPORATED PROJ. SHEET • HEREIN ARE THE PROPERTY OF BUILDING SYSTEMS28' x 64' MODULAR DAYCARE MODERN BUILDING SYSTEMS INC. AND ARE NOT TO A IN MODERN BUILDING SYSTEMS,INC. WHOLE OR IN PARTT FOROR ANY OUR REDEEMER LUTHERAN CHURCH ' 4.0 TELEPHONE(503)749.4049 FAX:(503)749-4950 OTHER USE OR PROJECT P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 WITHOUT WRITTEN CHECK OUT OUR WEB PAGE:www.modembuildingsystems.mm ADDRESS 13401 SW BENISH ST, TIGARD, OR 97223 DRWTS DATE 12/19/17 AUTHORIZATION. ®MODERN BUILDING SYSTEMS,INC.2017 Mk 54" MIN. 39"-41" 36" MIN. SCHEDULE OF ACCESSORIES 42"MAX. n Z ^ I.D. ITEMS '. 12" 24" A PAPER TOWEL DISPENSER(N.I.C.) 24" N 12" 42" °r° B TOILET TISSUE DISPENSER I MIN. MIN. C HORIZONTAL GRAB BAR MIN. U MIN. C D VERTICAL GRAB BAR i. C - --0 \ E SOAP DISPENSER(N.I.C.) j 0: O : F MIRROR M 1111EM G TOILET SEAT COVER DISPENSER(N.I.C.) 1 I / I H HOOK(N.I.C.) O , En M c''''c'''' v M ig I SHOWER SEAT(N.I.C.) e Z Q iNVIII ,- killii MI NOTE: \ 1. DIMENSIONS TO FLOOR AND WALLS ARE TO FACE OF FINISH (U.N.O.) 2. NOT ALL ACCESSORIES MAY BE TOILET PAPER HOLDER SIDE &VERTICAL GRAB BAR BACK GRAB BAR PRESENT IN THIS PARTICULAR BUILDING. *NOTE:IF A MINIMUM 9 INCHES HEIGHT OF TOE CLEARANCE IS PROVIDED,A MAXIMUM OF 6 INCHES OF THE 48 INCHES OF CLEAR O // MAY y XQ n N FLOOR z r FIXTURE MAYEXTEND INTO THE TOE SPACE. 17„ O MIN.. a \ \W \ O4 \ \ _�F �J \ Ill. O QQ ,!* �� I v- 56' O Q 1 I _ ' / 1 co co in Ce u7 in Qb is 19" MAX. a 0 . Ln KNEE CLEARANCE I // TOE CLEARANCE' \ \ \ \ \ 8" MIN//' 17„ �-6" MAX. 48" MIN. PAPER TOWEL MIRROR TOILET SEAT SURFACE RESTROOM / MIN. / DISPENSER SURFACE- COVER MOUNTED DOOR HOOK SURFACE-MOUNTED MOUNTED DISPENSER SOAP SIDE VIEW PLAN VIEW DISPENSER LAVATORY KNEE CLEARANCE <60 PROF. c� �`c,LNEER SSS O ADA MOUNTING HEIGHTS 13431 idi 3/8" = 1'-0" V1 OREGON �s-PE 18,938' F, FT6'A RASA EXPIRES. 12/31/18 REV. DESCRIPTION DATE BY SHEET DETAILS JOB# '018-AR-01 REUSE OF DOCUMENTS AN TS �� THIS DOCUMENT AND THE IDEAS : 0 IN AND DESIGNS INCORPORATED PROJ28' SHEET ' HEREIN ARE THE PROPERTY OF BUILDING SYSTEMS x 64' MODULAR DAYCARE • MODERN BUILDING SYSTEMS INC. AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS,INC. OUR REDEEMER LUTHERAN CHURCH • 5.0 WHOLE OR IN PART FOR ANY TELEPHONE:(503)749-494g FAX(503)749-4950 OTHER USE OR PROJECT P.O.BOX 110,9493 PORTER ROAD,AUMSV1LLE,OR 97325 WITHOUT WRITTEN CHECK OUT OUR WEB PAGE:www.modembuildingsystems.corn ADDRESS 13401 SW BENISH ST,TIGARD, OR 97223 DRWTS DATE 12/19/17 AUTHORIZATION. Q MODERN BUILDING SYSTEMS,INC.2017 DOOR TRIM SIDING www________. „i” DOOR FRAME INT. FINISH (6-3/4"THROAT) ` �_ SIDING 11 limpf NI THRESHOLD SET HEADER IMMI 'Z' METAL INSEALANT - i L L ���o1 DOOR TRIM , T PAN FLASHING MINEMBEINIMINERWANIIIIME AND FLASHING INT. FINISH ' STUDS P.T. 2 x 8 RIM DOOR FRAME \ DOOR FRAME (6-3/4"THROAT) (6-3/4"THROAT) JAMB HEAD THRESHOLD O EXTERIOR DOOR DETAILS 1 1/2" = 1'-0" WINDOW WINDOW TRIM WINDOW SIDING SURROUND ,, ; WINDOW ��\A� tow. INT. FINISH SIDING i s T In Y11‘.__ 11 WINDOW TRIM 1114-4F- mIir 11� HEADERwavy SILL , , ,� �i,<� WINDOW TRIM r -4101 �=1 SIDING INT. FINISH �> 'mum ,l\i\i\i\il�i�--- i � '" INT. FINISH WINDOW i STUDS SURROUND 1 WINDOW WINDOW SURROUND JAMB HEAD SILL _ WINDOW DETAILS ����n43J iii 0 1 1/2" = 1'-0" 3 431 111 ORE��N Sp7 8 190b�J; FTyA RAS�� EXPIRES 12/31/18 REV. DESCRIPTION DATE BY SHEET �A/INDOW�DOOR DETAILS JOB# 218-AR-01 REUSE OF DOCUMENTS DER WINDOW/DOOR THIS DOCUMENT AND THE IDEAS z- , Ei AND DESIGNS INCORPORATED i PROD. HEREIN ARE THE PROPERTY OF 'BUILDING SYSTEMS 28' x 64' MODULAR DAYCARE SHEET# MODERN BUILDING SYSTEMS INC. OUR REDEEMER LUTHERAN CHURCH A'15 1 AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS,INC. WHOLE OR IN PART FOR ANY ■ OTHER USE OR PROJECT TELEPHONE:(503)749-4949 FAX:(503)749-4950 WITHOUT WRITTEN P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 CHECK OUT OUR WEB PAGE:www.modembuildingsystems.com ADDRESS 13401 SW BENISH ST, TIGARD, OR 97223 DRW TS DATE 12/19/17 AUTHORIZATION. MODERN BUILDING SYSTEMS,INC.2017 0 0 3 64'- 0" / / 32'-0" y 32'-0" / / )I TYP. AT - 1 LANDINGS .1 1 A \ \ \ 3 ' ` S 4.2 * • 1 I . m2 I ' 4x8 DF#2 4x8 DF#2I ' S 4.0 a o ! I t 36"x 30"x REQ'D GALV. AREA WELL - _ W/ EXPANDED METAL COVER (2) 1-1/2"x (2) 1-1/2"x (VERIFY LOCATION) °D-' - - ( ® ) - N ( 0+ 7-1/4" LVL ® ) - ( ® ) ® )1- ( B--) 7-1/4" LVL -( ® ) - ( ® ) ( ®+ ^ f-0 ) L '- S4.2n 2 \ io • 4x8DF#2 S42 5 4x8DF#2 'III 3 S4..1 I I S4.1 b \ ‘- I 1 2�\ 2�\ / \ /�\ I \ / \ / \ I \ I \ ' I a l \ / \ / \ / \ / \ 1 \ / \ / \ / \ / \ / Ce) 2 . ' — _ — _ — S 4.1 < 15'-0" 6' - 0" 6'-0" 6'- 0" 6'-0" 6'-0" 6'- 0" 6'-0" 6'-0" 6'-0" 5'-0" /I 1 / / / / / / / / / / io CL CL CL CL CL L_ I _.] i : EC) \ \ L._ _.D PROP . ,, Nc,INEFR Ssi 1 Ak 4 8"x 16"SCREENED t,� 13 431 S 4.� ` S 4.1 >1\- FOUNDATION VENT-TYP. S 4.1 EGON O FOUNDATION PLAN LAN. AT T loc, LANDINGS SFpr a �9e �``' 3/16" = 1'—O" ,� +7y A R AcD f\ EXPIRES 12/31/18 REV. DESCRIPTION DATE BY REUSE OF DOCUMENTS SHEET SHEET FOUNDATION PLANZAC JOB# ►018—AR-01 THIS DOCUMENT AND THE IDEAS ' AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF BUILDING SYSTEMS PROJ. 28' x 64' MODULAR DAYCARE SHEE MODERN BUILDING SYSTEMS INC. AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS,INC. OUR REDEEMER LUTHERAN CHURCH 1 •0 WHOLE OR IN PART FOR ANY TELEPHONE:(503)749-4949 FAX:(503)749-4950 OTHER USE OR PROJECT P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 WITHOUT WRITTEN CHECKOUTOURWEBPAGE:www.modemlwildingsystems.com ADDRESS 13401 SW BENISH ST, DRw S DATE AUTHORIZATION. Q MODERN BUILDING SYSTEMS,INC.2017 TIGARD, OR 97223 TS 12/19/17 CCD B 3 TYP. ROOF ASSEMBLY A S 4.3 • ROOFING • SHEATHING (AIR BARRIER) \ \ Ana \ • RAFTERS • INSULATION W/BLKS 12 ,..tiariLvOtt • :: TOM CLOSURE kr L------ nr i 01111010 I 0 41P 1.441priatito i ii a A . 01 diVirolio- ON. � \ Roof/ Plate 74; \ ,ii. 8' - 1 1/8" 4.10 cc i 4, CEILING moi, C9 ii Vii; w oo _ TYP. EXT. WALL ASSEMBLY _ 4. 0 • SIDING 0 a z Eu 4 J 7 41 CLASSROOM B • STUDS oD 4 w INSULATION z 4. 0 • INTERIOR FINISH (AIR BARRIER) b TYP. FLOOR ASSEMBLY d_ © 4' ' • UNDERLAYMENT Y 00 • SUBFLOOR(AIR BARRIER) 4 • FLOOR JOISTS - S 4.3 • INSULATION �� • BOTTOM CLOSURE • i Fin_Floor � � 'l� 10 - - tit — I 261.65'± i a. ' A A a ' Ii N F- a - N : a B.O. FT . I , I I I ; . l i -2' — 10" O BUILDING SECTION 3/8" = 1-0" NOTES: PER WSEC C402.5.1.2 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 �F,FD PROFFS WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL. �NC,INEF,, �° Cu 13 43 Ct THE AIR BARRIER SHALL BE CONTINUOUS FOR THE THERMAL ENVELOPE AND ACROSS THE JOINTS AND ASSEMBLIES. JOINTS AND SEAMS SHALL BE SEALED, INCLUDING SEALING TRANSITIONS IN PLACES AND CHANGES IN MATERIALS. PENETRATIONS OF THE AIR • OREGON BARRIER AND PATHS OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, OR OTHERWISE SEALED IN A MANNER COMPATIBLE WITH THE �I SFFr 18,96 �c-7 CONSTRUCTION MATERIALS AND LOCATION if RASA`\ EXPIRES 12/31/18 REV. DESCRIPTION DATE BY 1 CUSTOMER 02/14/18 BJ REUSE OF DOCUMENTS SHEET BUILDING SECTIONS JOB#../,.‘ 2018—AR-01 THIS DOCUMENT AND THE IDEAS ; AND DESIGNS INCORPORATED "AA HEREIN ARE THE PROPERTY OF BUILDING SYSTEMS PROD. 28' x 64' MODULAR DAYCARE SHEE # MODERN BUILDING SYSTEMS INC. OUR REDEEMER LUTHERAN CHURCH 3.0 AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS,INC. WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT TELEPHONE:(503)749-4949 FAX:(503)7494950 WITHOUT WRITTEN P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 ©HECK OUT OUR WEB PAGE: S.INC 2017 ldingsystems.com ADDRESS 13401 SW BENISH ST, TIGARD, OR 97223 DRW TS DATE 12/19/17 AUTHORIZATION. MODERN BUILDING SYSTEMS,INC.2017 LL 0 0 SIDING114 P.T. 2 x 6 MUDSILL&SIMP. FOUNDATION NOTES " MASA ORMASP W/(9)N10'S � ' AT 6'-0" O.C.AND B"+/- FROM w ENDS AND CORNERS 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. THIS STRUCTURE SHALL BE w ��; ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES AND TEMPORARY FORCES DURING SETTING O 1 < AND ERECTION UNTIL ALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. REMOVE ORGANIC/SODz wE, i , UNDER ALL BEARING PADS. z -- . .,� 2. DESIGN LOADS: GRAVEL OR SAND FILL _ ROOF DEAD LOAD 12 PSF SLOPE AWAY 4" (2)#4 CONT. REBAR ROOF SNOW LOAD 25 PSF 1 .�. " o FLOOR DEAD LOAD 10 PSF _ #4 VERT. REBAR `1 - AT 18" O.C. ALTco FLOOR LIVE LOAD 50 PSF ° s N a (2)#4 CONT. REBAR, WIND LOAD Lambda = 1.0 Vult= 140 MPH (Vasd = 108 MPH) 3 SECOND GUST- EXP. B �. k _ - MIN. 3"CLR. COVER SEISMIC BEARING WALL SYSTEM: Ss = 1.500, Fa = 1.000 1 i SDs = 1.000, RISK CATEGORY II le= 1.00, SEISMIC DESIGN CATEGORY D, SITE CLASS D FDN. DRAIN IF 5" 6" 5" FIRM UNDISTURBED SOIL ALLOWABLE BEARING 1,500 PSF AT SOIL SITE REQ'D-TYP. CAPACITY / 1'-4" / 1O SIDEWALL FOOTING 3. EXCEPT AS NOTED, DIMENSION LUMBER FOR FOUNDATION SHALL BE HEM-FIR, NO. 2 AND BETTER. LL 0 O0 3/4" = 1-0" TREATED LUMBER SHALL BE ACQ PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD U1, USE w 0 SIDING P.T. 2 x 6 MUDSILL &SIMP. CATEGORY UC4A, TO A MINIMUM RETENTION OF 0.40 PCF. AT PIECES IN CONTACT WITH GROUND, SAWN 0 4 MASA OR MASP W/(9) N10'S END GRAIN SHALL BE FIELD TREATED WITH 2% MIN. CONCENTRATION COPPER NAPHTHENATE. TREATED w o . AT 4'-0" O.C. AND 8"+/-FROM PLATE STOCK SHALL BE GOOD QUALITY AND SHALL NOT CONTAIN EXCESSIVE SPLITS, CHECKS OR WANE. 0 �/ ENDS AND CORNERS 2 x 4 FRAMING SHALL BE HEM-FIR, STANDARD OR BETTER, TREATED 2 x 4 FRAMING SHALL MEET THE F- W •REQUIREMENTS SPECIFIED ABOVE. Zct iI4./A14. ALL FASTENERS TO BE HOT DIPPED GALVANIZED OR EQUAL AT P.T. MEMBERS. 6Dl,,1 \ GRAVEL OR SAND FILL 5. VENT CRAWL SPACE W/(11)STANDARD 16"x 8" SCREENED FOUNDATION VENTS. INSTALL 6 MIL. VAPOR SLOPE AWAY JO BARRIER ON GROUND IN ENTIRE CRAWL SPACE. LAP VAPOR BARRIER JOINTS MIN 12". ---\ P (2)#4 CONT. REBAR 6. CONNECT STORM WATER FROM ROOF GUTTERS AND DOWNSPOUTS AND DIRECT AWAY FROM BUILDING #4 VERT. REBAR o - PAD TO AN APPROVED DRAINAGE SYSTEM. AT 18"O.C. IT 1 ALT. co N 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 _ < . a (2)#4 CONT. REBAR, i� - t.� MIN. 3" CLR. COVER SYSTEM IS THE JURISDICTION OF THE LOCAL BUILDING OFFICIAL. O_ a °b 8. CONCRETE STRENGTH: F'c =2,500 PSI AT FOUNDATION, 4,000 PSI AT FLATWORK , �E ) PROF 9. REINFORCEMENT STEEL: FY=60,000 PSI FDN. DRAIN IF /5"/ 6" /5"/ FIRM UNDISTURBED SOIL c,-,�� �NGINEF,,�S,S� SITE REQ'D-TYP. �� 13 431 Ili 1'-4" ct / / It OREGON 1 111, 'Sep l 18 1�0b cpc") `-7-; ENDWALL FOOTING FTHA RAS 3/4" 1'-0" EXPIRES 12/31/18 REV. DESCRIPTION DATE BY SHEETJOB# REUSE OF DOCUMENTS FOUNDATION NOTES & DETAILS 2 18-AR-01 THIS DOCUMENT AND THE IDEAS ERN * AND DESIGNS INCORPORATED PROJ. SHEET# HEREIN ARE THE PROPERTY OFAil BUILDING SYSTEMS28' x 64' MODULAR DAYCARE MODERN BUILDING SYSTEMS INC. OUR REDEEMER LUTHERAN CHURCH S 4.0 AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS,INC. WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT TELEPHONE:(503)749-4949 FAX(503)749-4950 • WITHOUT WRITTEN w P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 CHECK OUT OUR WEB PAGE:ww .nadembuildingsystems.corn ADDRESS 13401 SW BENISH ST, TIGARD DRw DATE AUTHORIZATION. ©MODERN BUILDING SYSTEMS,INC.2017 , OR 97223 TS 12/19/17 Alk CONCRETE LANDING/ • SIDEWALK �! S 4.2 �I 2'- ! 8" SLOPE AWAY ;��1 -• __ / /IIivy,. ,_ WELL 1 \ r BACK SIDE _ ���♦�♦�♦�♦�����♦���♦�. 3/16" DIN HOLE W/ P.T. 2x JAMBS AT _ �����������4 (4)#8 SCREWS MIN. 30"x 20" SIDES AND BOT. � � 4 FINISHED11 .:♦:♦:♦:.:♦:♦:♦:♦:♦:.: PL. 1/8"x 1"x REQ'D OPENING STEP FOOTING AS REQUIRED \ 1/2"x 12GA. EXPANDED METAL kr ' " W/1/4 GALV. SCREEN a _- -. -; ,°: b., a ad ` ACCESS COVER NOTE: SEE DTL. 1/S4.0 FOR NOTE: SEE DETAIL 1 &2/S4.0 FOR TYP. NOTES & DIMENSIONS TYP. NOTES AND DIMENSIONS O1 FOOTING AT LANDING/WALKWAY O CRAWL SPACE ACCESS 3/4" = 1-0" 3 3/4" = 1'-0" SIMP. CS18 W/(4) 04 N10'S EACH ENDW. SIMP. CS18 W/(4) N10'S 4 x 8 DF#2 • � EA. END-(4)TOTAL (2)4 x 8 DF#2 POSTS ‘. 3 ..k. k L—k L. IF ' it( ,i4 if' \ 1 I ill! i 7 End +/- r ," STANDARD 16"x 8" SIMP. HETA20 PA18 OR w 1" SHINGLE \ SCREENED SIMILAR W/(8) N10'S 6"x 6"x 15/32" PLYWOOD FOUNDATION VENT EMBED 4" EA. SIDE EACH WAY, MIN. 3" GUSSET W/(4) 15 GA. x 2" z CLR. COVER STAPLES EACH MEMBER \ d a 1 4 x 4 DF#2 POSTo SHINGLE ° i I y0 PROF 13 431a NOTE: SEE DTL. 2/4.0 FOR TYP. NOTE: SEE DTL. 1 &2/S4.0 FOR 4'-0" NOTES &DIMENSIONS TYP. NOTES & DIMENSIONS SQUARE RECON 1 ��Gj�J O � 'AFT I6ENDWALL FOOTING AT BEAMS FOUNDATION VENT COLUMN FOOTING yq RASA\\ 3/4" = 1'-0" ® 3/4" = 1'-0" O 3/4" = 1'-0" EXPIRES 12/31/18 REV. DESCRIPTION DATE BY REUSE OF DOCUMENTS RN SHEET FOUNDATION DETAILS JOB# 2 118—AR-01 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED PROJ. SHEET ' HEREIN ARE THE PROPERTY OF BUILDING SYSTEMS 28o x 64' MODULAR DAYCARE MODERN SYSTEMS INC . OUR REDEEMER LUTHERAN CHURCH S 4. 1 AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS.INC. WHOLE ORRININ PARPART FOR ANY OTHER USE OR PROJECT TELEPHONE:(503)749-4949 FAX(503)749-4950 • WITHOUT WRITTEN P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 CHECK OUT OUR WEB PAGE:www.modembuildingsystems.com ADDRESS 13401 SW BENISH ST, TIGARD, OR 97223 DRW TS DATE 12/19/17 AUTHORIZATION. 0 MODERN BUILDING SYSTEMS,INC.2017 12d TOE NAIL EA. SIDE-TYP. SIDING OVER BUILDING SECOND LAYER OF BARRIER WRAP WRAP EXTENDS 18" UP UNDER MAIN BARRIER AND LAP OVER ♦♦♦♦♦=IIIIII ♦♦♦ '♦♦ '.♦♦ ♦ LAP BARRIER WRAP OVER'Z' I i(014, ICE &WATER SHIELD IL♦ ♦.. #�IIIIII�`♦_ 4. AB ♦�♦_�_�����♦_♦�_♦� METAL &BEHIND SIDING - CUT SIDING/SHEATHING AT - 6"x 6"x 15/32" PLYWOOD 1 4 x 8 DF#2 ,,„, co 4 x 6 DF#2 POST \ 12d TOE NAILGUSSET W/ 4 15 GA. x 2" LANDING/SIDEWALKZ EACH SIDE ( ) 10. :��_ i� STAPLES EACH MEMBER SIMP. CS18 W/(3) I 'Z' METAL > �%� , SHINGLE SIMP. CS18 W/(3) 11:: N10'S, EMBED 4" L - . +_ N10'S, EMBED 4" z• a >:; 1 '' 2" 4 x 4 DF#2 POST � '� SHINGLE CONC. LANDING/SIDEWALK =- `T METAL FLASHING TO iL 111/111 EXTEND UP WALL S"+/- nonanoannoa i ABOVE FINISHED FLOOR - 12d HDG TOENAIL AT 12" O.C. opo .i� u! - - - .....000.00.1 a o a a a n oo0°°pa°°p0°°oaoa°o j 1 26 GA. ROLL FLASHING °°ona°nope I 4r \ P.T. OFFSET RIM , opapa�opopa 4 OVER ICE &WATER00.0.0.000.0 � n0appQca • a oaa000po.o0: " - • � � 15/32" P.T. PLYWOOD opapa9op.-.nap. -a / 1'-6" / / 1' -6" / +1-3/4" COMPACTED n ; < ° , W/8d HDG AT 4" O.C. °.0020.0no00p. apapnpapnpnpnpq DIA. DIA. GRAVEL �o0ana.ona0a.... (FIELD INSTALL) apoy�np9popa, :4 ' O MARRIAGE LINE FOOTING ' MID-SPAN FOOTING 3/4" = 1'-0" 3/4" = 1'-0" ® FLASHING AT LANDING/WALKWAY 1 1/2" = l'-0" MUD SILL milimmommummi 111 PROVIDE#4 REBAR OUT OF FOOTING FOR GROUND 11-0"+/- (BUNDLE WITH (2)#4) 19'-0" TO INSIDE OF FOUNDATION WALL EIIIIIiill FOUNDATION REBAR NOTE: GROUND CLAMP TO BE LOCATED NEAR ELEC. PANEL(S) ��� PREF VERIFY AND COORDINATE LOCATIO- -SEE ELECTRICAL PLAN FOR N OF PANEL(S). ��< N13 NE fxFSs CU 13 431 111 . EGON O GROUND CLAMP R18 �" '`Fr B, �,��' 3/4" = 1'-0„ Ft/ RAS`\ EXPIRES 12/31/18 REV. DESCRIPTION DATE BY SHEET FOUNDATION DETAILS JOB# '018-AR-01 REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS , AND DESIGNS INCORPORATED PROJ. 28' x 64' MODULAR DAYCARE SHEET# HEREIN ARE THE PROPERTY OF BUILDING SYSTEMS MODERN BUILDING SYSTEMS INC. OUR REDEEMER LUTHERAN CHURCH ' 4 2 AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS,INC. WHOLE ORRININ PARPART FOR ANY ■ OTHER USE OR PROJECT TELEPHONE:(503)7493949 FAX(503)749-4950 W ITHOUT WRITTEN P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 AUTHORIZATION. CHECK OUT OUR WEB:AGE. .modembuildingsystems.com ADDRESS 13401 SW BENISH ST, TIGARD, OR 97223 DRWTS DATE 1©MODERN BUILDING SYSTEMS,INC.2017 1-112"x 4" NOTCH PER RAFTER BAY 2 x 4 DF#2 RAFTER TAIL RIDGE VENT HOLD PLYWOOD AND ROOFING 7/8" BACK FROM EA. SIDE OF RIDGE w/(4) 12d AT(2) PLC. TO 2 x 2 FILLER x 9" L. AT 2 x 4 BLOCK W/(2) 1-1/2" DIA. VENT EACH RAFTER 24"O.C. W/ 12d EA. END CONT. BUTYL STRIP HOLES SCREENED PER RAFTER BAY ROOFING ROOFING ROOF SHEATHING (2) LAYERS _,.,--- RAFTERS �i AT EXPOSED (TEXTURE "'" PANEL FACE DOWN) 1'-0" ,, �/ 7----- _„,„_.__. 2x4 !RR W/(2) _ y'" �� _'.... - 12d iiir��_ IA—or& 010W-'4 A � E 7 01 1 FASCIA — lD.�I t 1 x 2 TRIM <'1 - 11 r4 4111111114... ......mia 2x RIM JOIST W/(3) 12d i ' END NAIL TO EA. RAFTER INSUL.W/BLOCKS INSULATION W/ � ACOUSTIC CEILING TILE FS-25 u \ ii--- 1 2 x 4 LEDGER W/(5) 12d AT EA. 4'-0" MIN. PLATE SPLICE � 2x INSUL. BLOCK 1 ,, RAFTER AND(3) 12d EA. END W/(12) 12d EA. END-TYP. BEVEL BLOCK AT BUTT JOINTS-TYP. 'Z' METAL& BLOCKING AT SIDING 12d AT 24" O.C. (6)5/8" DIA. M.B.'s OR THR'D ROD W/NUTS / RIDGE BEAM JOINTS (WHERE OCCURS) 12d AT 6" O.C. AND WASHERS AS SHOWN FIELD INSTALL ACOUSTIC SIDING = *..1 STUD W/INSULATION ON FLOOR PLAN CEILING THIS ROW ONLY INTERIOR FINISH ' ROOF MARRIAGE 1OSIDEWALL EAVE --IY 1" = 1'-0" 1 = I -0 SIDING PAdiINTERIOR FINISH 5/8"THREADED ROD W/ I. STUDS W/ / P.T. 2 x 8 WASHERS AT 6'-0"O.C. AND +/-2'-0" FROM ENDS UNDERLAYMENT INSULATION .., UNDERLAYMENT (ADJUST SPACING AS 'Z' METAL �•" SUBFLOOR REQ'D TO AVOID JOISTS) SUBFLOOR LIP BARRIER M •!Irr 111 111111?.AVWRAP 8" BELOW ► EDGE OF SIDING \ jl � . i2 i- i 1111111111L01 INSULATION W/ FS-25 FLOOR JOIST \ SIMP. LU26 W/(6) N10'S INSULATION W/ TO RIM AND (4) N10'S TO JOIST ��RED PRO/c&, L.V.L. RIM JOIST FS-25 RIM JOIST �`° II EeR ti Cr SIDEWALL FLOOR ® FLOOR MARRIAGE S s,,p°REOGyN9 �,, 1" = 1'-0" 1" = 1'-0" �Fltiq. RWDv1v� EXPIRES 12/3 1/18 REV. DESCRIPTION DATE BY I REUSE OF DOCUMENTS SHEET DETAILS JOB# 2018-AR-01 THIS DOCUMENT AND THE IDEASLERN AND DESIGNS INCORPORATED PROJ. SHE: # HEREIN ARE THE PROPERTY OF BUILDING SYSTEMS 28' x 64' MODULAR DAYCARE MODERN BUILDING SYSTEMS INC. ^ AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS,INC. OUR REDEEMER LUTHERAN CHURCH ■3 WHOLE OR IN PART FOR ANY TELEPHONE:(503)749-4949 FAX:(503)749-4950 OTHER USE OR PROJECT P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 • WITHOUT WRITTEN CHECK OUTOURWEBPAGE:wwa.modembuildingsystems.wm ADDRESS 13401 SW BENISH ST,TIGARD, DRWTS DATE AUTHORIZATION. Q MODERN BUILDING SYSTEMS,INC.2017 OR 97223 1 t7 12/19/17 NOTCH RAFTER 2 x 2 BLOCK BETWEEN A AT OUTLOOKERS OUTLOOKERS ROOF SHEATHING (2) (3) 12d SCREWSHANK- LAYERS AT EXPOSED 1'-0" OUTLOOKER TO RAFTER (TEXTURE PANEL FACE DOWN) v ROOFING 'D' FLASHINGl� _ 3 12d (DRIP EDGE) i. i ____SCREWSHANK - MIN. 3/8"x 1" BLACK J ISOLATION TAPE (3) 12d ^ RAFTERS BAREWSHANKi 4 SUPPLY BARGE '�� AIR DUCT - ' �J 2x INSUL. __ �� 2 x 4 DF#2 SUB-BARGE BLOCK SIMP. CS18 W/(5) 2 x 6 DF#2 OUTLOOKER • INSULATION W/ FS-25 N10'S EA. END- FLAT AT 48" O.C. VAPOR BARRIER SIMP. CS18 W/ 24 GA. SHT. MTL. OR ti TYP. EA. CORNER 1 x 2 TRIM (4) N10 S EA. GYP. BD. (4)SIDES ,_ STUDS W/ INSULATION AND END-TYP. _ SIDING FS-25 ABOVE CEILING END RAFTER-TYP. - T AM —I-7 4 j INSULATION IN EXTERIOR _ 4 ENDWALL GABLE 1 WALL AT PLENUM TO HAVE f-- >.-- 4 1" = 1'-0" 1 FS-25 VAPOR BARRIER RIDGE BEAM-TYP. - - 4. 2 x 3 STUDS FLAT AT 24"O.C. > _ OPLAN VIEW AT CHORD TIE - 4 1 = 1 -0 : 4 1"SOUNDBOARD OVER , - s 1 5/8"GYP. BD. ON LID, -, 4 FLOOR, AND ALL 4 SIDES - "� INTERIOR FINISH - 1 SIDING „� INTERIOR FINISH SIDING *Ail -: .' _� ELEC. CONDUIT -, �; STUDS W/ UNDERLAYMENT STUDS W/ INSULATION01101INSULATION 1/0-4- ? UNDERLAYMENT RETURN AIR GRILLE , 'Z' METAL SUBFLOOR hOlkAada SUBFLOOR TO BOTTOM6 A.F.F. >% - i. Z METAL ►►1� LIP BARRIER , PT. 2 x 8 IiHi!1 - LIP BARRIERL <cyED PROFF P.T. 2 x 8 `1 'I INSULATION WRAP 8" BELOW , \� NG NEER iii W/FS-25 EDGE OF SIDING 2 1/2" 2x BLOCKING 4( Lc 13 L31 AT 4'-0"O.C. END JOIST 2x BLOCKING orE�oN b � AT 4'-0" O.C. X '� DBL. END JOIST 5 PLENUM SECTION I� rP B 0a O2 ENDWALL FLOOR 4 ENDWALL FLOOR AT CONDUIT O 3/4" = 1'-0" �� ''IA/,4 RAS�� 1 = 1 -0 1" = 1-0" EXPIRES 12/31/18 REV. DESCRIPTION DATE BY SHEET JOB# r 018-AR-01 REUSE OF DOCUMENTS A 1J ERN DETAILS THIS DOCUMENT AND THE IDEAS AND • HEREIN AIRE GNS THE P O ERATY TED OF _ BUILDING SYSTEMS PROJ. 28' x 64' MODULAR DAYCARE SHEE # MODERN BUILDING SYSTEMS INC. OUR REDEEMER LUTHERAN CHURCH '' 4.4 AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS,INC. WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT TELEPHONE:(503)7494949 FAX(503)749.4950 WITHOUT WRITTEN P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 CHECK OUT OUR WEB PAGE:www.modembu'dingsystems.corn ADDRESS 13401 SW BENISH ST, TIGARD, OR 97223 DRW TS DATE 12/19/17 AUTHORIZATION. ©MODERN BUILDING SYSTEMS,INC.2017 RIDGE BEAM (LEDGER/BACKING) 1-1/2"x 2'-0" LONG W/(3) « s B RAFTER W/(4) 12d END ROWS OF 12d AT 6" O.C. B A NAIL TO L.V.L. -TYP. STAGGERED (12 NAILS MIN.) RAFTER W/(4) 12d END RIDGE BEAM TO (4) 12d r ! NAIL TO L.V.L. -TYP. RAFTER CONNECTION 3 SEE DETAIL 54.4 LEDGER 2 x 4 x 2'-6"+/-L. BRACE AT X 01044 1ST &3RD RAFTER * RIDGE BEAM-ATTACH RIDGE BEAM - ATTACHEA. SIDE OF COLUMN ` ` TO COL. W/(4) 12d TO COL. W/(2) 3/4" DIA. woe R I CARRIAGE BOLTS 2 x 4 2 x 4 SIMP. CS18 W/(4) CS18 W/ (6)N10'S > N10's EACH END RIDGE ----________ EACH END BEAM TO BRACE BOT. OF L.V.L. 0 0 3/16"x 6"x 9" L. N- N. PLATE -WELD TO // — — BEARING PLATE �` / (3) 12d AT 8"O.C. 3/4"x 3"x 9" STEEL SIMP. A34 W/(2)#8A / 4 -1... <TYP. i BEARING PLATE PANHEAD SCREWS / 3/16" TO 2x PLATE // / \ P.A34 W/ 4 1 1/4��TYP. N8'S EACH LEG TACK a o 1 1/4"TYP. . I 2x STUD M i H ' ~ (NO HILTI REQ'D) v PM - 12d AT 6" O.C. . STAGGERED o . / HSS 3x3x3/16 COLUMN \ c o / co ASTM A500 GRADE B ^ 7/8"• x11/2 " ( '' 7/8"x 1-1/2" ^ MACHINED Fy=46 KSI)-TYP. BoMACHINED 2" SLOT-TYP. SLOT-TYP. 1" I 1" SECTION A WELD COLUMN -TYP. -TYP. \ / 2'-8" MIN. SCALE: 1" = 1'-O" 20 GA. x 2"x 12" (2) 12d B STRAP W/(12)N10'S \ 3/4"x 3"x 9" STEEL \�__ TOP OF BATT T PANEL CLIP BEARING(4) 16d PLATE W/ I'" \ \ FIN-FLOOR I CS18 W/(6) N10'S - EACH END > II FULL BEARING (RIM aramir P .�. ..�® F,� ROF OR BLOCKS) NOTE: OVERALL COLUMN HEIGHT= 10-2 1/2" �-<<- NEF FSS FULL BEARING (RIM SIMP. A34 EA. SIDE W/(2) (W/ PLATES) R 0„ - OR BLOCKS) #8 PANHEAD SCREWS TOTAL NO. OF COLUMNS REQ'D =2 13 431 TO FLOOR SHEATHING PLAN VIEW REGON END WALL COLUMN 2 CENTER COLUMN SCALE: 1" = 1'-0" p 1/2" = 1 -0 O 1/2" = 1 -0 Tiyq 8 (-- 1 - O ` EXPIRES 12/31/18 REV. DESCRIPTION DATE BY 1 CUSTOMER 02/14/18 BJ REUSE OF DOCUMENTS SHEET DETAILS JOB' 2018-AR-01 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED PROJ. SH T# HEREIN ARE THE PROPERTY OF BUILDING SYSTEMS 28' x 64' MODULAR DAYCARE WHOLEMODERBUILDINGRT FOR EMS INC. OUR REDEEMER LUTHERAN CHURCH S 4.5 AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS,INC. WHOLE OR IN PART FOR ANY TELEPHONE:(503)749-0949 FAX(503)749-4950 OTHER USE OR PROJECT P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 WITHOUT WRITTEN DZI13( UTOURWEBPAGEwww.modemuildingsystems.com ADDRESS 13401 SW BENISH ST,TIGARD, Q 12/19/17 AUTHORIZATION. ©MODERN BUILDING SYSTEMS,INC.2017 OR 97223 DRW TO DATE ELECTRICAL SYMBOLS LEGEND ELECTRICAL NOTES 2'x 4' FLUORESCENT LAY-IN FIXTURE (3)TUBE 32W 1. CONDUIT SHALL BE ELECTRICAL METALLIC 10.PER NEC 406.9(B)(1) 15 AND 20 AMP RECEPTACLES T8 W/ELECT. BALLAST TUBING AND METAL CLAD CABLE INSTALLED IN WET LOCATION SHALL HAVE AN ENCLOSURE THAT WEATHERPROOF WHETHER OR NOT THE 0 13" LED SURFACE MOUNTED FIXTURE 2. EXTERIOR RECEPTACLES SHALL BE WEATHER ATTACHMENT PLUG CAP IS INSERTED.AN OUTLET BOX RESISTANT TYPE W/ IN USE WEATHERPROOF COVER HOOD INSTALLED FOR THIS PURPOSE SHALL BE LISTED AND SHALL BE IDENTIFIED AS"EXTRA DUTY". EXTERIOR LED WALL MOUNTED LIGHT FIXTURE +86"A.F.F. 3. FLUORESCENT LUMINAIRES WITH DOUBLE ENDED RECEPTACLES SHALL BE LISTED AS WEATHER-RESISTANT PC= PHOTOCELL LAMPS THAT CAN BE SERVICED IN PLACE AND SHALL TYPE. WP =WEATHERPROOF HAVE AN INTERNAL OR EXTERNAL DISCONNECT E = EMERGENCY LIGHT W/BATTERY BACKUP PER NEC 410.130G 11.PER NEC 110.26, WORKING SPACE FOR EQUIPMENT OPERATING AT 600 VOLTS, NOMINAL, OR LESS TO D 4. BUILDING SERVICE SHALL BE SERVED BY ONLY ONE GROUND AND LIKELY TO REQUIRE EXAMINATION, S-I EXIT LIGHT W/ EMERGENCY LIGHTS AND BATTERY BACK-UP (5 WATT MAX.) SERVICE OR FEEDER PER NEC 225.30 AND 230.2 ADJUSTMENT, SERVICING, OR MAINTENANCE WHILE D ENERGIZED SHALL COMPLY WITH THE DIMENSIONS OF 5. SERVICE OR FEEDER DISCONNECT SHALL BE 110.26(A)(1), (A)(2), AND(A)(3) DUPLEX RECEPTACLE +17"A.F.F. (U.N.O.) INSTALLED PER NEC 230.70. GFCI =GROUND FAULT CIRCUIT INTERRUPTER 12.PER NFPA 72, NEC 760 AND WAC 296-46B-760 DEVICE AND 6. PERMANENT MEANS OF LOCKING OUT JUNCTION BOXES FOR FIRE ALARM SYSTEMS OTHER WP = IN USE WEATHERPROOF COVER WR=WATER RESISTANT RECEPTACLE DISCONNECT TO MECHANICAL UNIT(S)SHALL THAN SURFACE RACEWAY TYPE MUST BE SUBSTANTIALLY TR=TAMPER RESISTANT BE PROVIDED PER NEC 424.19 RED IN COLOR BOTH INSIDE AND OUTSIDE. POWER LIMITED FIRE PROTECTIVE SIGNALING CIRCUIT 7. PERMANENT MEANS OF LOCKING OUT CONDUCTORS MUST BE DURABLY AND PLAINLY MARKED os OCCUPANCY SENSOR-CEILING MOUNTED DISCONNECT TO WATER HEATER(S)SHALL IN OR ON JUNCTION BOXES OR OTHER ENCLOSURES TO BE PROVIDED PER NEC 422.31(B) INDICATE THAT IT IS POWER LIMITED FIRE PROTECTIVE $Os OCCUPANCY SWITCH SENSOR W/MANUAL ON SIGNALING CIRCUIT. 8. GASKET ALL EXTERIOR WALL BOX PLATE COVERS $3 THREE-WAY SWITCH 13.PER NEC 110.22 AND WAC 296-46B-220-032 IDENTIFICATION 9. PER NEC 110.26D, ILLUMINATION FOR PANEL BOARDS, PLATES ON DISCONNECTING MEANS ARE TO SHOW SWITCHBOARDS, AND SERVICE EQUIPMENT SHALL NOT DESIGNATION OF CIRCUIT SOURCE PANEL BOARD THAT CD JUNCTION BOX BE CONTROLLED BY AUTOMATIC MEANS ONLY. A SUPPLIES DISCONNECT AND IDENTIFY WHAT IT IS T MANUAL MEANS TO BYPASS THE AUTOMATIC CONTROL DISCONNECTING. MUST BE AN IDENTIFICATION PLATE O THERMOSTAT+48"A.F.F.TO TOP OF CONTROLS IS REQUIRED. V PHONE/DATA BOX-3/4" CONDUIT UP (RACEWAY ONLY) +17"A.F.F. (U.N.O.) Y CLOCK RECEPTACLE (120V) +88"A.F.F. `o DISCONNECT ED AUDIO/VISUAL FIRE ALARM (RACEWAY ONLY)+86"TO CENTERLINE El MANUAL PULL STATION (RACEWAY ONLY)+45"TO CENTERLINE O VISUAL ALARM(RACEWAY ONLY) +82"TO CENTERLINE I PPO . It ORE60N Z V��S��Q R���c�� EXPIRES 12/31/18 REV. DESCRIPTION DATE BY SHEET JOB REUSE OF DOCUMENTS ELECTRICAL LEGEND & NOTES 2018-AR-01 EDERN THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED � PROJ. 28' 64' SHE T# HEREIN ARE THE PROPERTY OF BUILDING SYSTEMS x MODULAR DAYCARE MODERN BUILDING SYSTEMS INC. OUR REDEEMER LUTHERAN CHURCH 0. 1 AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS,INC. WHOLE OR IN PART FOR ANY TELEPHONE:(503)74&4949 FAX:(503)749-4950 OTHER USE OR PROJECT P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 • WITHOUT WRITTEN CHECK OUT OUR WEB PAGE:www.modembuiMingsystems.com ADDRESS 13401 SW BENISH ST,TIGARD, OR 97223 DRWTS DATE 12/19/17 AUTHORIZATION. ©MODERN BUILDING SYSTEMS,INC.2017 2 A 3 ri 11 1 11 1 O 8 10 +42" +42" (Ill O PANEL A TR TR A7 i 60 1 RESTROOM A RESTROOM B i -@U g All TR TR 120/240v/225A A7 A7 1 U 1" E �- All All 2 SINGLE PHASE W/2" LL I I C (2)2"CONDUIT FROM ABV. STUB-OUT GFC P/WR 8 GAL. C9 GFCI P A7 All �) i CEILING TO CRAWLSPACE Alli_ A5 WH A15 I TR TR / 'i; W/12"x 12"x 6" DEEP BOX A5 0 �A7 11� GFC GFCI j` W/FLUSH COVER.ALIGN A2 O 0 a 0 I ' TOP OF BOX WITH TOP OF _ A10,12 A6,8 I—Qr 1.., __+42" =—+42" ELEC. PANEL r I ilt A14,16 UNIT 2" CONDUIT ABOVE �1 UNIT B CLASSROOM A CLASSROOM B CEILING W/ELBOW > ., TO MARRIAGE LINE B — O — — — — — — — — Q [1° A9� pO � A13 O g a �I a OFi. A9 A131— i 11 A91- @1- A13 • A9 A9 1a- A13 A13 TR TR i TR TR I O M VA - 0 (E) ,a �I 1 <<Y° PRO ER 11 Y 13431 li d � OREGON ED ELECTRICAL PLAN ������ RA� ��� 3/16" = 1'-0" EXPIRES 12/31/18 REV. DESCRIPTION DATE BY 1 CUSTOMER 02/14/18 BJ REUSE OF DOCUMENTS 14DERN sHEET ELECTRICAL PLANJOB 2018-AR-01 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED PROJ. SHE T# • HEREIN ARE THE PROPERTY OF BUILDING SYSTEMS 28' x 64' MODULAR DAYCARE MODERN BUILDING SYSTEMS INC. 1 .0 O AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS,INC. OUR REDEEMER LUTHERAN CHURCH WHOLE OR IN PART FOR ANY , OTHER USE OR PROJECT TELEPHONE:(503)749-4949 FAX(503)749-4950 P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 WITHOUT WRITTEN CHECK OUT OUR WEB PAGE:www ADDRESS 13401 SW BENISH ST, TIGARD, OR 97223 DRWTS DATE 12/19/17 AUTHORIZATION. Q MODERN BUILDING SYSTEMS,INC.2017 LIGHTING PLAN NOTES 1. OCCUPANCY SENSOR(S) IN EACH ROOM WILL BE WIRED TO CONTROL ALL LIGHT FIXTURES IN THAT ROOM. 2. LIGHT WIRING AS SHOWN IS FOR GENERAL CONTROL CLARIFICATION ONLY. ACTUAL WIRING FOR CONTROLS (I.E.: SWITCHES, OCCUPANCY 0 0 S MANUFACTURERENSORSAND 'S SPECIFICATIONSDAYLIGHTSENSORS)ANDSHALL ASBE NECESSARYPER TOCONTROL MEET THE CODE REQUIREMENTS FOR EACH CONTROL AND THE LIGHT FIXTURES CONNECTED TO IT. I] V it A3 �IWP/PC/E Al WP/PC/E Atiao 3 I._ I_��.� �_� f - ,P i T A �v.. STRO B Tetl [ I — ......__T''---1-7—_,...... - � ,�. - A RES ROOM RE OM — 3 1 ! I1 E ! I / , Al ( I Al A3! E 1 A3i E I c ' ill ' t : i , _ , 1 AA3Al 1-_4- � , Ir EF-1 EF-1 it , , /II/ A3v • � I v / y I(,/ S Os i ______H______,... JJ lk .._.,. . 11 / I � ! ' / iAl \ ` Al 71 A31 ! �.� I ,I = 1 B — — - CLASSROOM A CLASSROOM B 1. 1 I I � I � I I _ Al0._,_ _ : I I II Al '— tdi A3 i X 0 I f Al i! , , Al A3 A3 T I j M C A3 j r 1 • _f_____:_ , __ _ , 1_ , , c_._ , D R l 6 P( EO 1 1,} __,11 1 ii [1 i) -..... . ..11 ::(14,/17111;4c3ORE,ERN831/11;3 0 LIGHTING PLAN 3/16" = 1'-0" EXPIRES 12/31/18 REV. DESCRIPTION DATE BY SHEET LIGHTING PLAN JOB# 2018-AR-01 REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED 28'. SHEET# # ClUERN HEREIN ARE THE PROPERTY OF —BUILDING SYSTEMS x 64 MODULAR DAYCARE • MODERN BUILDING SYSTEMS INC. /1 .O AND ARE OR PAT FOR ANYIN MODERN BUILDING SYSTEMS,INC. OUR REDEEMER LUTHERAN CHURCH L WHOLE IN PART OTHER USE OR PROJECT TELEPHONE:(503)749-4949 FAX:(503)749-4950 • WITHOUT WRITTEN P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 DATEI CHECK OUT OUR WEB PAGE:www.modembuildingsystems.com DRW ADDRESS 13401 SW BENISH ST,TIGARD, OR 97223 T$ 12/19/17 AUTHORIZATION. Q MODERN BUILDING SYSTEMS,INC.2017 MECHANICAL NOTES HVAC SYMBOL LEGEND 1. MECHANICAL UNIT: '1 2'x 2' LAY-IN SUPPLY DIFFUSER (2)2.5 TON WALL HUNG HEAT PUMP(230/208-1) RAFTER BARD W30H2(9.0 EER) 10 kW ELECTRICAL HEAT El CEILING MOUNTED EXHAUST FAN 1111111 FLEX DUCT 2. EXHAUST FAN: 1 6. '_�-�_�_� • EF-1: PANASONIC FV-0510VS1 (80 CFM) r THERMOSTAT +48"A.F.F. TO TOP OF CONTROLS • DAMPER: NONE CEILING LAG +� 1 O DUCT 3. CONTROLS: THERMOSTAT: 12-1/2 GA. WIRE 6 HONEYWELL TH8321R1001/U EA. SIDE -TYP. ��- -�-�- OUTSIDE AIR CALCULATION 1" MIN. SHEET METAL I 4. DUCTWORK: DUCT HANGER STRAP MATERIAL: MECHANICAL UNIT A : AS REQUIRED BY 1" FIBERGLASS (R-4.3)OR 24 GA. CLASSROOM (27 OCC)(10 CFM) =270 DUCT MANUFACTURER SHEET METAL W/26 GA. SHEET AREA FACTOR (765 SF)(.12 CFM) =92 METAL ROUNDS AND FLEX DUCT RESTROOM (1 FIXT)(70 CFM , = 70 ROUNDS AT DIFFUSERS TOTAL =432 CFM O DUCT SUPPORT INSULATING AND SEALING: 1" = 11-0" DUCTWORK TO BE INSULATED AND MINIMUM OUTSIDE AIR FOR =92 CFM SEALED PER OEESC 503.2.7 UNOCCUPIED BUILDING CONSTRUCTION: DUCTWORK TO BE CONSTRUCTED AS MECHANICAL UNIT B : LOW PRESSURE DUCT SYSTEM PER CLASSROOM (27 OCC)(10 CFM) =270 ' OEESC 503.2.7.1.1 AREA FACTOR (765 SF)(.12 CFM) =92 RESTROOM (1 FIXT)(70 CFM) = 70 5. VOLUME DAMPERS: TOTAL =432 CFM PROVIDE VOLUME DAMPERS TO CONTROL AIRFLOW AT EACH TAKE-OFF MINIMUM OUTSIDE AIR FOR =92 CFM UNOCCUPIED BUILDING 6. DESIGN MECHANICAL EQUIPMENT TO MEET NC-35 NOISE CRITERION AND MECHANICAL BACKGROUND NOISE AT OR BELOW 45 DBA. LOCATE BUILDINGS AWAY FROM NOISE AND POLLUTION SOURCES ��,O PROFs. FNGINE£. �� 1 1 ►_ OREGON . EXPIRES.12/31/18 REV. DESCRIPTION DATE BY REUSE OF DOCUMENTS : ERN SHEET HVAC NOTES & LEGEND Jo-. 2018-AR-01 THIS DOCUMENT AND THE IDEAS ./.12L AND DESIGNS INCORPORATED • HEREIN ARE THE PROPERTY OF BUILDING SYSTEMS 28' x 64' MODULAR DAYCARE PROJ. SH ET# MODERN BUILDING SYSTEMS INC. OUR REDEEMER LUTHERAN CHURCH M 0. 1 AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS,INC. WHOLE IN PART FOR ANY TELEPHONE:(503)749-4949 FAX:(503)749-4950 e OTHER USE OR PROJECT P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 WITHOUT WRITTEN CHECK OUT OUR WEB PAGE:www.modembuildingsystems.com ADDRESS 13401 SW BENISH ST,TIGARD, OR 97223 DRWTS DATE 12/19/17 AUTHORIZATION. Q MODERN BUILDING SYSTEMS,INC.2017 1 0 0 r. EXHAUST FANS DUCTED TO 1{ SINGLE ROOF JACK-TYP. il li (A) I , I - i —\1\0 [ t ' 1 1 1 1 i i 1 r 1 j ESTROOM RESTROOM B �� I j I i I �.__ I I I E I ' 111' 1131-L—H-1:11 To u F i[ 200 CFM 200 CFM t� 200 CFM 200 CFM �: I 8'�0 8 8 I a EF-1 EF-1 / I 8 w 8 1 ;' C of o 80 CFM 80 CFM ' c� '� 1 �► „ ,_4_.4 (t il/ jj I I ill I I ,� e ' 28 x8 S/A MECH MECH 28 x8”s/A r LASSROOM A I �' CLASSROOM B I, _ ( NIT B UNIT A 16 -0 L .� �� 16' 0 L U —1)1 III( I� — _� I I; 1 1 B — I : I C )i I I I { 1000 CFM R/A ( I 30"x14 WALL t I,� t It I\ /, tI` , GRILLE W/ g FILTER-TYP. s { 0��� 200 CFM 200 CFM ���` / ` I , F� 1;; l iit I J. i" I „ j [ 200 CFM, %' 200 CFM I r 200 CFM 200 CFM 8��Q1 `'�I 8"o I Y t ( 8"o ) xf` 16 8"0 11 I I �/ y II - _ _m.. _ r= �m _ a I �II _ .90 0 -- III PROF 0--, EF, .ia3 • i II ;_ OREGON HVAC PLAN �FTPr 18 ``��• � O 3/16" = 1-0" 61 RAs EXPIRES 12/31/18 REV. DESCRIPTION DATE BY SHEET JOB# 2018-AR-01 REUSE OF DOCUMENTS H VAC PLAN THIS DOCUMENT AND THE IDEAS �� 11 ANDN IGNS INCORPORARE THE RO ERA HEREIN TY TED OF BUILDING SYSTEMS PROJ. 28' x 64' MODULAR DAYCARE SHE T# MODERN BUILDING SYSTEMS INC. AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS,INC. OUR REDEEMER LUTHERAN CHURCH 1• •0 WHOLE OR IN PART FOR ANY TELEPHONE(503)749-4940 FAX:(503)749-4950 OTHER USE OR PROJECT P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 • WITHOUT WRITTEN CHECK OUT OUR WEB PAGE:www.modembuildingsystems.corn ADDRESS 13401 SWBENISHST,TIGARD, OR97223 DRWTS DATE 12/19/17 AUTHORIZATION. Q MODERN BUILDING SYSTEMS,INC.2017 PLUMBING NOTES 1/2"o HW(4) 1. SUPPLY PIPING AND FITTINGS: \� •t� • TYPE 'L' CUCW(9 \ 3/4"ra • CHLORINATED POLYVINYL CHLORIDE (CPVC) PLASTIC SCHED 40I� 1/2"o HW(2) 3"s VTR • CROSSLINKED POLYETHYLENE (PEX) PLASTIC 1 1/2"o V \ 2. SUPPLY PIPE SIZES BASED ON: (2 FU) II 4.__ \ 3/4"r�CW(7) • 100 FT. DEVELOPED LENGTH II W H-8 II u` (2) SS=1 ,., 11 :55>''' '' ,r • 46-60 PSI `�;�� II 1/2 s CW - 3. WASTE PIPING: { ) 1 0111i I) FU)&I4 II \� (2 FU�.�� �1 1/2"+a V 3/4"� CW 11 fi �I C • ABS- DWV II (2.5 II t±..�I 3/4"o BUILDING � II 1/2"o HW(2) 3"o V 4. WASTE PIPE SIZES BASED ON: SUPPLY (11 FU) �G' �• 4.� II A"�y (4 FU) • 1/4" PER FOOT SLOPE 11 / LAV-1 `� . . --IVII S_1 2"0 CO `v LAV-1 !1 (1 FU) 1�-.� 1 II (2 FU) (1 FU)` WC-1 �� 5. FLOOR DRAINS TO BE PROVIDED WITH LAV-1 II I �'' " �\ TRAP SEAL PROTECTION PER �!�*�_`'� (4 FU) OPSC/UPC 1007 NOTE: (1 FU) WC-1 Q ri�o PROVIDE AT WATER HEATER (2.5 FU) 41�-�1 - 1� SS=1 LAV-11 3"0 CO (2 FU) 6. TRAP PRIMERS TO BE MIN. 12 ABOVE • CAPPED T FOR FUTURE EXP. TANK 2"a W(2 (1 FU) ♦r�r FLOOR RIM PER OPSC 1007.4 • 3/4" P&T DISCHARGE TO EXTERIOR ( �101t.,0110"" r• i�7. WATER HEATING: 1 1/2'v�W 2 =13"o W(6) [:�` • SERVICE WATER HEATING EQUIPMENT SHALL BE PROVIDED 2"o CO "� — 2"0 CO • WITH TEMPERATURE CONTROLS PER OEESC 504.3 O PLUMBING SCHEMATIC - SUPPLY 2"o W(2 f • HOT WATER FROM PUBLIC-USE LAVATORIES SHALL ALSO BE 4"r WASTE TO SAN. CONTROLLED PER OPSC 412.1 AND UPC 407.3 (�� SEWER(14 FU) • • WATER HEATING EQUIPMENT SHALL BE SUPPLIED WITH HEAT • TRAPS PER OEESC 504.4 • STRAP WATER HEATER TO WALL W/26 GA. x 1"SEISMIC STRAP O PLUMBING SCHEMATIC - DWV W/(1)#6 SMST TO TANK AND(1)#3 x 2" BUGLE HEAD SCREW TO 2 WALL EACH END • HOT WATER PIPES TO BE INSULATED PER OEESC 504.5 • NO PEX PIPING WITHIN 18" OF WATER HEATER PER OPSC 604.11.2 AND UPC 604.13 • WATER HEATING EQUIPMENT SHALL HAVE NO LESS THAN 94% ENERGY FACTOR EFFICIENCY PER 2014 OEESC TABLE 504.2 • WATER HEATING EQUIPMENT SHALL BE SUPPLIED WITH DRAINAGE PER UPC 507.5 8. WATER HAMMER ARRESTER(S): INSTALL AT FLUSHOMETERS OR QUICK-ACTING VALVES PER OPSC 609.10 9. SHOWERS: WHEN PRESENT SHALL BE PROVIDED WITH A PLUMBING FIXTURE SCHEDULE THERMOSTATIC BALANCE VALVE PER UPC 408.3 GPM/ 10.DISHWASHER: WHEN PRESENT SHALL BE PROVIDED WITH AIR Mark Count Description Style GPF WATTS ��<R�o PRooFs, • GAP FITTING PER UPC 807.3 LAV-1 2 WALL HUNG LAVATORY VITR. CHINA 0.5 L 73 L31 ili 11.CLOTHES WASHER: WHEN PRESENT SHALL BE PROVIDED WITH S-1 2 HAND / BAR SINK SS 2.5 ct- A STANDPIPE PER UPC 804 WC-1 2 ACCESSIBLE W.C. TANK 1.6 ¶ (c)E. SFFORE8°9ae ��, WH-8 1 WATER HEATER - 8 GAL. TANK ELEC. 1500 -�FTtiq RAs �� EXPIRES 12/31/18 REV. DESCRIPTION DATE BY SHEETJOB 2018-AR-01 REUSE OF DOCUMENTS ,ADEERN PLUMBING NOTES & SCHEMATICS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF BUILDING SYSTEMS PROJ. 28' x 64' MODULAR DAYCARE SH:ET# MODERN BUILDING SYSTEMS INC. I ■O AND ARE NOT TO BE USED IN MODERN BUILDING SYSTEMS,INC. OUR REDEEMER LUTHERAN CHURCH WHOLE OR IN PART FOR ANY TELEPHONE:(503)749-4949 FAX:(503)7444950 OTHER USE OR PROJECT P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 ` WITHOUT WRITTEN CHECK OUT OUR WEB PAGE:www.modembuiMingsystems.com ADDRESS 13401 SW BENISH ST, TIGARD,OR 97223 DRWTS DATE 12/19/17 AUTHORIZATION. Q MODERN BUILDING SYSTEMS,INC.2017