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Plans (91) &-COCO/ — — — — — — — — — — — — — - - - - - - - LEGEND: —ss SANITARY SEWER Pacific Community —sD STORM DRAINDesign ` / / 469.7 474.6 —w— WATER LINE 125"SW Main Sheer / • MANHOLE SR 972237.T 41-9484m s«�9 CITY OF TIGARD / / ■ CATCH BASIN DATE: 2/9/2076 REVIEWED FOR CODE COMPaAN( T STREET LIGHT REVISIONS Approved: / / DOVE TREE/ DAVIDIA NO. DATE DESCRIPTION t' OTC: // // �— INVOLUCRATA: 43.82' 2" CAL., BI*B Permit#i � .� '6� / I I STRAW WATTLE PERIMETER Addres I EROSION CONTROL ' Suite# / £. /5.00' 30.06' B3. Data ((jam / ' "' _____ SETBACK SUMMARY ---- -- - - -- ---' I FRONT SETBACK: 20' SIDE SETBACK: 5' / OFFICE COPY // A0. BUILDING: 5DR STREET SIDE SETBACK: 15' TRACT A / 9 FF =473.12 ' S i REAR SETBACK: 15' // 12,474 SF ; I8 1 } / N 12.99' i I / TEMPORARY 1 \ SALES OFFICE 466.9 GARAGE LL 980 SF2% i i I / 467.0---,- . 467.0 I I I F LOT COVERAGE: / TEMPORARY WALK 1 LL / I r 15.00' SANITARY SEWER EASEMENT 467.0 ° i PORCH I__ ' LOT AREA: 12,474 SF / ____ --- - -- POLYGON AT / L BUILDING FOOTPRINT: 1,826 SF BULL LL 6 �, SANITARY LATERAL '9 i 25.38' _ PUE, TYP 20.00'' 21.87 20.00' TEMP. BLDG. FOOTPRINT 980 SF MOUNTAIN — — — — — — — — — — — — — COVERED PORCH: 54 SF 4 °a 42. v 462 134.2' 468,7v CANTILEVER LIVING SPACE: 12 SF v . 0 SF ADA ACCESS 466.4 DECK AREA: LOT 9 TOTAL COVERAGE: 1,892 SF TEMPORARY l J l l J WATER METER 15.2 % SALES OFFICE _ (4) PARKING SPACES PLOT PLAN �— — — — STORM LATERAL — — IMPERVIOUS AREA: 2,567 SF SD SD SD SD SD SD SD o SD SD TEMP. IMPERVIOUS AREA: 4,020 SF CL W N w W SW DANUBE DRIVE W7 W N 4. L] Q4. 4 - 4 4 .. J OF TIGARD POLYGON NORTHWEST (503) 221-1920 Approved by Planning PROJECT NO.: 995-031 2S1W8 Date: 2/ I I /( TYPE: CONSTRUCTIONs REVIEWED PRE LOT 9 (R-4.5, LARGE) + TEMP. SALES OFFICEInitials: �-/-k '° ° POLYGON AT BULL MOUNTAIN 15111 SW DANUBE DR 1 INCH-20 FEET SHEET INDEX u- — Current Rev Issued SHT. NO. SHEET NAME Rev. By RECEIVED A 0.0 COVER SHEET A 0.1 GENERALNOTES JAN 2 0 2016 POLYGON A 0.2 ENERGY CODE NOTES CITY OF TIGARD 28' x 35' MODULAR OFFICE A 1.0 FLOOR PLAN BUILDING DIVISION A 1.1 REFLECTED CEILING PLAN A 1.2 ROOF PLAN (NOT USED) A 2.0 EXTERIOR ELEVATIONS A 2.1 EXTERIOR ELEVATIONS A 3.0 FLOOR FINISH PLAN (NOT USED) = A 3.1 FINISH NOTES A 3.2 SCHEDULES �2 A 3.3 DATA SCHEDULES A 4.0 INTERIOR ELEVATIONS - (NOT USED) S1.0 FOUNDATION PLAN S2.0 FLOOR FRAMING PLAN (NOT USED) S3.0 BUILDING SECTIONS S4.0 FOUNDATION NOTES & DETAILS S4.1 FOUNDATION DETAILS S4.2 FOUNDATION DETAILS S4.3 DETAILS S4.4 DETAILS E 0.1 ELECTRICAL LEGEND & NOTES E 1.0 ELECTRICAL PLAN �Yl ? R,4S� E 2.0 LIGHTING PLAN �PFot E 3.0 ELEC. PANELS & LOAD CALCS. z M 0.1 HVAC PLAN, NOTES & LEGEND �'nF• RFCI STE'R SO^,ORAL E,G 1 OREGON EXPRES 12/31/16 REV. DESCRIPTION DATE BY SHEET JOB# REUSE OF DOCUMENTS AM ��� COVER SHEET 2016-KL-03-1 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE PROD SHEET# THEPROPERTY OF MODERN BUILDING BUILDING SYSTEMS 2S, x 35 MODULAR OFFICE SYSTEMS INC.AND ARE NOT TO BE - USED IN WHOLE OR IN PART FOR ANY MODERN BUILDING SYSTEMS INC. A 0.0 OTHER USE OR PROJECT WITHOUT POLYGONWRfTTEN AUTHORIZATION. TELEPHONE-'(503)749-4949 FAX:(503)lea-aeso P.O.BOX 110,9493 PORTER ROAD,AUMSNLLE,OR 97325 CHECK OUT OUR WEB PAGE—.rrwtlemb"i -symens.com ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR DATE 11/30/15 ®MODERN BURRING SYSTEMS,INC.2015 DESIGN CRITERIA GENERALNOTES ' GENERAL 1. THE TERM IBC SHALL APPLY TO THE CURRENT EDITION OF CONSTRUCTION TYPE VB(NON-SPRINKLERED) THE INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATES OF OREGON AND WASHINGTON. FOR PROJECTS IN OCCUPANCY GROUP E ALL OTHER STATES IT SHALL APPLY TO THE CURRENT OCCUPANCY LOAD 10 EDITION OF THE UBC OR IBC AS ADOPTED BY THAT STATE. DISTANCE TO PROPERTY LINE FRONT: 10' MIN. 2. ALL CONTROLS AND HARDWARE SHALL BE ACCESSIBLE TO OR ASSUMED PROPERTY LINE PERSONS WITH DISABILITIES. REAR: 10' MIN. 3. LOCAL JURISDICTION TO DETERMINE COMPLIANCE WITH LEFT: 10' MIN. CHAPTER 29(WITH REGARD TO ADJACENT FACILITIES) IN RIGHT: 10' MIN. ACCORDANCE WITH THEIR CURRENTLY ADOPTED EDITION ELECTRICAL OF THE UBC OR IBC. ELECTRICAL SERVICE LOAD 200A/ 120/240V/ 1 PH. 4. WHERE REQUIRED, PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 906 OF THE 2012 20.3kVA INTERNATIONAL FIRE CODE. MECHANICAL 5. PER WAC 296-15OF-0605 REQUIRES TOILET FACILITIES LOCATED IN AN VENTILATION OCCUPANCY LOAD 2 ADJACENT FACILITY TO BE NOTED ON THE PLAN SUBMITTAL AND THAT CLIMATE ZONE 4C/5B THE REQUIREMENTS OF ICC CHAPTER 29, SECTION 2902, TABLE 2902.1 OF THE STATE BUILDING CODE MUST BE VERIFIED BY THE LOCAL HEATING SPV/HP JURISDICTION BUILDING OFFICIAL AND SHOWN ON THE NLEA. AIR-CONDITIONING YES 6. PER IBC 2012 CHAPTER 17, SPECIAL INSPECTION REQUIRED IN PLUMBING ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. SECTION 1705 AND ALL APPLICABLE CRITERIA IS SUBJECT TO PLUMBING OCCUPANCY LOAD 10 WELDING FOR THIS PROJECT P.E. CAN PERFORM THE INSPECTION. QUANTITY OF PLUMBING FIXTURES 0 7. THIS SET OF PLANS PREPARED AND SUBMITTED FOR STRUCTURAL APPROVAL UNDER THE FOLLOWING CODES: ROOF SNOW LOAD 30 PSF OREGON WASHINGTON FLOOR LIVE LOAD 100 PSF BUILDING 2014 OSSC 2012 IBC/WAC 51-50 MECHANICAL 2014 OMSC 2012 IMC/WAC 51-52 WIND LOAD Lambda = 1.0 Vult= 140 MPH(Vasd= 108 MPH) 3 SECOND GUST-EXP. B PLUMBING 2014 OPSC 2012 UPC/WAC 51-56 �I A.RAS, ENERGY 2014 OEESC 2012 WSEC/WAC 51-11C SEISMIC BEARING WALL SYSTEM: Ss= 1.500, Fa= 1.00 r ct,��oY VAS„,N'��;� ELECTRICAL 2014 OESC 2014 NEC Sds= 1.00, RISK CATEGORY II y r z le= 1.0, SEISMIC DESIGN CATEGORY D, SITE CLASS D � 2,543 w o�FS�C21ST>R�yGtis'� ON b�' ����p PROFFS 13431 Cr OREGON EXPRES 12/31/16 REV. DESCRIPTION DATE BYSHEET JOB# REUSE OF DOCUMENTS GENERAL NOTES 2016-KL-03-1 THIS �DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE PROD SHEET# THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS 28 x 35 MODULAR OFFICE SYSTEMS INC.AND ARE NOT TO BE - USED IN WHOLE OR IN PART FOR ANY MODERN BUILDING,SYSTEMS INC A 0. 1 OTHER USE OR PROJECT WITHOUT POLYGON WRITTEN AUTHORIZATION. TQ�iOhe.(503)749-4949 FAX(503)7�e teso P.O.BOX 110.9493 PORTER ROAD.AUMSVILLE,OR 97325 CHECK RN OUR WES BUILDING SYSTEMS, NC., mbiilCingsys0e�.com ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR DATE 11/30/15 ®NK7DFRM BUILDING 51BTEMS,INC.2015 ENERGY CODE NOTES SYSTEM COMMISSIONING NOTES ~ 1. ALL BUILDING THERMAL ENVELOPE INSULATION SHALL BE MARKED IN 1. PRIOR TO CONSTRUCTION,A COMMISSIONING PLAN SHALL BE DEVELOPED PER ACCORDANCE WITH OEESC 303.1.1 AND WSEC C303.1.1 AND INSTALLED PER WSEC C408.1.1. THE COMMISSIONING PLAN SHALL BE USED DURING OEESC 303.1.2 AND WSEC C303.1.2 CONSTRUCTION TO INSURE PROPER INSTALLATION, TESTING AND BALANCING OF BUILDING SYSTEMS AS FOLLOWS: 2. BLOWN-IN INSULATION SHALL BE INSTALLED AND CERTIFIED PER OEESC 303.1.1.1 AND WSEC C303.1.1.1 MECHANICAL SYSTEM PER WSEC C408.2 REQUIRED LIGHTING AND CONTROLS PER WSEC C408.3 REQUIRED 3. ALL AIR BARRIER MATERIALS SHALL BE ASTM E2178 RATED OR AS LISTED IN SERVICE WATER HEATING PER WSEC C408.4 REQUIRED OEESC 502.4.1.2.1 AND WSEC C402.4.1.2.1 ENERGY METERING PER WSEC C408.5 NOT REQUIRED(PER C409.1) 4. AIR BARRIER COMPLIANCE OPTIONS: 2. UPON COMPLETION OF CONSTRUCTION,A PRELIMINARY COMMISSIONING REPORT CONTINUOUS AIR BARRIER FOR THE OPAQUE BUILDING ENVELOPE SHALL SHALL BE COMPLETED AND CERTIFIED AND PROVIDED TO THE BUILDING OWNER COMPLY WITH OEESC 502.4.1.2.1 PER WSEC C408.1.2. AIR BARRIER TESTING AND REPORTING TO BE CONDUCTED PER 3. OPERATING AND MAINTENANCE MANUALS FOR ALL COMMISSIONED BUILDING WSEC C402.4.1.2.3 FOR THE STATE OF WASHINGTON SYSTEMS SHALL BE PROVIDED TO THE BUILDING OWNER PER OEESC 503.2.9.3 AND WSEC C408.1.3.2. 5. PENETRATIONS OF THE AIR BARRIER SHALL BE CAULKED, GASKETED OR SEALED PER OEESC 502.4.2 AND WSEC C402.4.2 4. DOCUMENTS, MANUALS AND REPORTS REQUIRED BY WSEC C408.1.3 SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF RECEIVING THE 6. ALL FENESTRATION ASSEMBLIES SHALL BE LABELED BY THE MANUFACTURER PER CERTIFICATE OF OCCUPANCY. OEESC 303.1.3&502.4.3 AND WSEC C303.1.3 &C402.4.3 5. A FINAL COMMISSIONING REPORT SHALL BE PROVIDED TO THE BUILDING OWNER 7. AIR ECONOMIZER SHALL BE CAPABLE OF PROVIDING 100%OUTSIDE AIR PER PER WSEC C408.1.3.4. OEESC 503.3.1 AND WSEC C403.3.1.1.1 6. THE BUILDING OWNER SHALL BE TRAINED IN PROPER OPERATION AND 8. ECONOMIZER HIGH-LIMIT SHUTOFF CONTROL IS ELECTRONIC ENTHALPY PER MAINTENANCE OF ALL COMMISSIONED BUILDING SYSTEMS PER WSEC C408.1.4. MANUFACTURER'S SPECIFICATIONS AND WSEC C403.3.1.1.3 9. MECHANICAL VENTILATION SYSTEM SHALL HAVE THE CAPABILITY TO REDUCE THE OUTSIDE AIR SUPPLY TO THE MINIMUM REQUIRED PER OEESC 503.2.5 AND WSEC C403.2.5 10. OUTSIDE AIR AND EXHAUST AIR DAMPERS SHALL BE RATED PER OEESC 502.4.4& 503.2.4.5 AND WSEC C402.4.5.2& C403.2.4.4 RA y V.Sill Q 21543 4' 0 yCC l STEiL, 10 _AL EyG ���ED PROFFS �Lj Nt'N,cN S/ �� 13 431 Cc OREGON EXP RES 12/31/16 REV. DESCRIPTION DATE BY SHEET $ JOB#REUSE OF DOCUMENTS ENERGY CODE NOTES 2016-KL-03-1 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE PROJ. p' SHEET# THE PROPERTY OF MODERN BUILDINGMODERN BUILDING SYSTEMS 2 x 35 MODULAR OFFICE SYSTEMS INC.AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY MODERN BUILDING SYSTEMS INC, A 0.2 OTHER USE PROJECT WITHOUTPOLYGON WRITTEN AUTHORIZATION. TElEPF10NE:(503)7a9-4949 FAX:(503)749-4950 P.O.BOX 110.9493 PORTER ROAD.AUMSNLLE.OR 97325 CHECK OUT OUR WEB PAGE"""".vd—b'"Aa"QsYs'e--. ADDRESS 150TH STREET,TIGARD OR 97224 DRW$R DATE 11/30/15 p MODERN BUILDING SYWEMS.INC.2015 2 35'-0" 4'-0" 4'-0" 27'-0" 1 OA S 3.0 A - - FLOOR ROOF 2 1 `t S4.3 S4.3 MOD A 1 (3)5/8"DIA. M.B.'S W/NUTS& i I WASHERS- 1'-0" FROM ENDS, EA. SIDE OF COLUMNS AND T EQUALLY SPACED Ln v � - FLOOR ROOF _ I_MECH . B 04 1 I I I UNIT 1 FLOOR 3 3 3 S 4.4 S 4.3 OPEN OFFIC S 4.3 S4.4 C:) I o MOD B SIMPSON CS18 W/(4) w'yP �F y .z N10'S EACH END-TYP. 1 t� 21543 4 k'cisTERCO SJ�ONAL�yG O O t�� 13631 11' -0" 4'-0" 12'-0" 4'-0" 4'-0" OREGON 1 FLOOR PLAN EXP RES 12/31/16 REV. DESCRIPTION DATE BY SHEET JOB# REUSE O DOCUMENTS An AMOR31ERN FLOOR PLAN 2016-KL-03-1 THIS DOCUMENTUMENTAND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE PROD. SHEET# THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS. 2$ x 35 MODULAR OFFICE SYSTEMS INC.AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY MODERN BUILDING BUILDING cvS INCINCINC A 1 .0 OTHER USE PROJECT WITHOUT POLYGON WRITTEN AUTHORIZATION. TELEPHONE-'(503)749-4949 FAX:(503)7494950 P.O.BOX 1100..9493 PORTER ROAD,AUMSNL.LE.OR SMS ® W,LD��PAGE wjN 2015 n1tl"As's""�°°" ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR I DATE 11/30/15 REFLECTED CEILING SYMBOL LEGEND • 1 2 ® 1'x 4'SURFACE MOUNTED FIXTURE WALL MOUNTED LIGHT FIXTURE AUTOMATIC DAYLIGHT SENSOR n OCCUPANCY SENSOR �L hid f ice£ OPEN OFFICE S: �� •`,�'�F o q RAN���' 10 21543 �C 1 REFLECTED CEILING PLAN �'�FSyFcISTSR�jGti`'U 3/16" = 1'-0" 3IONAL E PRQFFS cv� 13 431 OREGON FTN A R EXP RES 12/31/16 REV. DESCRIPTION DATE BY REUSE PROJ.SHEET JOB# REUSE OF DOCUMENTS REFLECTED CEILING PLAN 2016-KL-03-1 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE SHEET# THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS 28' x 35' MODULAR OFFICE SYSTEMS INC.AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY A 1 . 1 OTHER USE OR PROJECT WITHOUT MODERN BUILDING SYSTEMS INC POLYGON WRRTEN AUTHORIZATION. TELEPHONE:(503)749.4949 FAX:(503)749-4950 P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 CHECK OUT OURVVEBPA`;E'"""'.modw'w''wl"°"`— ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR DATE 11/30/15 ®MODERN BUILDING SYSTEMS,INC.2015 2 400, M, g I I 077 Roof/ Plate 8' - 1 1/8" Fin-Floor i_� 01 - 0 FRONT ELEVATION '-��3/1�6- = 1�'-O' C B A 212 Roof Plate 8' - 1 1/8" �YoARASA V AS 2;543 Al I I I Fin-Floor10 s 0 o 1 ff NAL PR' P.T. 2 x 8 x 8'-0" IN PLACE 13431 OF SKIRT RIM AT DOORS OREGON RIGHT END ELEVATION EXP RES 12/31/16 REV. DESCRIPTION DATE BY SHEETJOB# REUSE OF DOCUMENTS EXTERIOR ELEVATIONS 2016-KL-03-1 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE 013ERN PROJ. 28' x 35' MODULAR OFFICE THE PROPERTY OF MODERN BUILDING aW Mr =BUILDING SYSTEMS SHEET# SYSTEMS INC.AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT MODERN BUILDING SYSTEMS.lb!Q, A 2.0 WRITTEN AUTHORIZATION. TELEPHONE(503)749-4949 FAX:(503)74"950 POLYGON P.O.BOX 110,9493 PORTER ROAD,AUMSMI I F OR 9732 errbuftrqsyste�.� DRW 0 MODERN BUILDING SYSTEMS, 2015 SR DATE11/30/15 C4E&K Our ouR wEB PAcw.—..w 5 �ADDRESS 150TH STREET,TIGARD OR 97224 2 1 FASCIA-TYP. - u Roof/ Plate n 8' - 1 l/8—" WINDOW TRIM -TYP. 21 L I I Li I I I CORNER TRIM-TYP. Fin=Floor 0' - 0" n REAR ELEVATION A B C 2 0 Roof/ Plate 8' - 1 1/8° �'SF°A R�'� � i TYP. INSIGNIA �7Q cp LOCATION IZ 543 MOD BATT W/ 2) ROWS ���• yCGISTE OF 6d AT 6"O.C. -TYP. SOIOAAL eyG Fin-Floor ��p PROF - - -- i - - -- - - 0' - 0"-TT - — w 73 431 0 EGO 2 LEFT END ELEVATION SFT/�q RpS�� EXP RES 12/31/16 REV. DESCRIPTION DATE BY SHEET JOB# REUSE OF DOCUMENTSN EXTERIOR E L E VAT I O N S 2016-KL-03-1 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE PROJ THE PROPERTY OF MODERN BUILDING BUILDINGS .YSTEMS 28' x 35' MODULAR OFFICE SHEET# SYSTEMS INC.AND ARE NOT TO BE . USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT MODERN BUILDING SYSTEMS INC. POLYGON WRITTEN AUTHORIZATION. TELEPHONE:(503)7494949 FAX:(503)749-4950 P.O.BOX 110,94OUR93 POVVEEIRTER ROAD,AUMSVILLE,OR 97325 ©M'MODERNBUIDINGSYYSTEMS,IN'C..220011'5' -g'y"e" ' ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR DATE 11/30/15 FLOOR CONSTRUCTION CEILING NOTES • FINISH: NONE CEILING HEIGHT:VAULTED FASTENING/SCHEDULE MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS BASE: NONE CEILING FINISH: 5/8"GYPSUM BOARD W/TTP (EXCEPT AS NOTED ON DRAWINGS) UNDERLAYMENT: NONE ACTS AS AIR BARRIERTURE AND PAINT) ) OTHERS CONNECTION NO. /SPACING ( ) � RIM JOIST TO FLOOR JOIST 3 PER JOIST SUBFLOOR: 23/32"APA RATED SHEATHING p JOIST TO JOIST 2 ROWS AT 12"O.C. (ACTS AS 1 PERM MAX. VAPOR BARRIER) ROOF CONSTRUCTION BLOCKING 2 EACH END (ACTS AS AIR BARRIER) FIBERGLASS COMP. SHINGLES OVER(2) LAYERS 15#FELT(MINCLASS B), (6)STAPLES 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 BLOCKING 2 EACH END RIM JOISTS: MURPHY LVL 3100 Fb-2.OE, 1.5"W x 7-1/4" D SHEATHING: O.S.B. J AIR BARRIERJAMB STUD TO 4x HEADER MIN.4 EACH END (ESR-1387& ESR-2913) (ACTS AS AIR ) < JAMB STUD TO 2x HEADER MIN. 2 EACH END STUD TO STUD(CRIPPLE, ETC.) 8"O.C. OFFSET RIMS: 2 x 4 FRAMING: 2 x 12 HF#2 AT 24"O.C. UPPER TOP PLATE TO LOWER 2 EACH SIDE OF STUD TOP PLATE INSULATION: R-30 U (2 LAYERS R-15 FIBERGLASS BATTS) BEAMS: (4) 1-1/2"MURPHY 3100 Fb 2.0E x 24"D BOTTOM PLATE TO FLOOR 2 EACH SIDE OF STUD LAMINATED VENEER LUMBER(ESR-1387 & ESR-2913) BOTTOM CLOSURE: FS-25 RIM JOIST TO RAFTER 3 PER RAFTER INSULATION: R-38(CELLULOSE)W/FS-25 RIM JOIST TO TRUSS MIN. 2 PER TRUSS EXTERIOR WALL CONSTRUCTION (ACTS AS 1 PERM MAX. VAPOR BARRIER) LL RAFTER TO RAFTER 2 ROWS AT 12"O.C. 0 BLOCKING 2 EACH END PLATE HEIGHT: 8'-1 1/8" W OVERHANG: NONE 2 x 4 LEDGER 2 ROWS AT 6"O.C. 2x BRACE TO RAFTER 4 AT RAFTER SIDING: 15/32"T1-11 W/8"VERT. GROOVES ROOF PITCH:2 IN 12 (ACTS AS AIR BARRIER) NOTE:ALL FASTENERS ARE 12d (.131) RIDGE VENT STANDARD SHEATHING FASTENING-U.N.O. SHEATHING: NONE FROM ESR-1539 JULY 2015 STUDS: 2 x 6 HF STUD GRADE AT 16"O.C.W/BLDG EXTERIOR NOTES SPACING TYPE MIN. LENGTH WRAP AT EXTERIOR(ACTS AS A WATER RESISTIVE BARRIER) CORNER BATTS: 1 x 4 FLOOR SHEATHING(UNBLOCKED) 23/32"CDX OR O.S.B. OR 6" EDGE 8d (.113) 2-3/8" INSULATION: R-21 K(FIBERGLASS BATTS) FASCIA: 1 x 6 STURDI- FLOOR T&G 8" FIELD RING (ACTS AS 1 PERM MAX.VAPOR BARRIER) SHANK HEADERS TO BE(2)2x W/MIN. R-10 INSULATION BARGE: 1 x 6 BETWEEN. SEE DOOR&WINDOW SCHEDULE FOR SIZE. FLOOR UNDERLAYMENT(GLUE&STAGGER JOINTS) p.R GUTTERS: BY OTHERS 3/8"CCP 8" EDGE #7 SCREWS 1-5/8" `�CYot W ntA`S�l " FIELD .F fir,. Cfl INTERIOR FINISH: 5/8"GYPSUM BOARD W/TTP 8 (TEXTURE AND PAINT BY OTHERS) DOWNSPOUTS: BY OTHERS (ACTS AS 1 PERM MAX.VAPOR BARRIER) SIDING (ALL EDGES SUPPORTED) 4n SKIRT: MATCH SIDING 15/32"T1-11 6" EDGE 8d (.113) 2-1/2" °� kF�1543 eve 12' FIELD GALVANIZED �SSIp�TE5 INTERIOR WALL CONSTRUCTION ROOF SHEATHING (UNBLOCKED) PRpFFss PLATE HEIGHT: 8'-1 1/8" 7/16"O.S.B. 4" EDGE 15 GA. STAPLE 2" k'NF 8" FIELD MIN. 7/16"CROWN ���� �13431`� STUDS: 2 x 4 HF STUD GRADE AT 16"O.C. (U.N.O.) INTERIOR FINISH: 5/8"GYPSUM BOARD W/TTP �� `FnOREGON�c (TEXTURE AND PAINT) BY OTHERS EXP RES 12/31/16 REV. DESCRIPTION DATE BY SHEET JOB# REUSE OF DOCUMENTS � N FINISH NOTES 2016-KL-03-1 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE PROJ. THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS 28' x 35 MODULAR OFFICE SHEET# SYSTEMS INC.AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY MODERN BUILDING_ SYSTE=MS INC A 3. 1 OTHER USE OR PROJECT WITHOUT POLYGONWRITTEN AUTHORIZATION. TELEPHONE.(503)74e49e9 FAX:(503)Tse-also P.O.BOX 110,9493 PORTER ROAD,AUMSNLLF,OR 97325 C IN"�csY GEMS.INaodem C.2015�;p"���� ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR DATE 11/30/15 DOOR SCHEDULE Mark Width Height Thickness Swing Core Lite Size Lite Glass Face Door Finish Frame Type Frame Finish Throat R.O. Type Hdw Group I Door Header I U-Value Remarks 1 3'-0" 6'-8" 1 3/4" RHOS HM - - MTL PF MTL PF 6 5/8" G 1 (2) 2 x 8 DF#2 .16 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 AN OPENING FORCE NOT TO EXCEED 5 POUNDS WINDOW SCHEDULE Mark Count Width Height Type Frame Glass U-VA SHGC Air Leakage Ext. Trim Int. Trim Window Header Comments A 4 4'-0" 4'-0" XO VINYL DUAL/LOW E/ARGON 0.30 0.22 1.18 CFM/SF 1 x4 NONE (2)2 x 8 DF#2 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 LEVER/LEVER W/LOCK (A53PD) CLOSER WEATHER-STRIP DOOR BOTTOM 1/2"MAX.ACCESSIBLE THRESHOLD ABBREVIATIONS �Y1 RAS of� AL ALUMINUM CLR CLEAR HC HOLLOW CORE MTL METAL SC SOLID CORE VWS VINYL WRAP SURR. AFF ABOVE FIN. FLR. CS CAULK&SEAL HM HOLLOW METAL NRW NARROW(LITE) SF STOREFRONT WD WOOD AO ALPINE OK FGL FIBERGLASS INS INSULATED PF PREFINISHED STN STAIN WLD WELDED21543 BA BRONZE ANODIZED FP FACTORY PRIMED KD KNOCK DOWN PT PAINT TIM TIMELY FRAME °�F• SCC S F'ik BV BOTTOM VENT FPT FIELD PAINTED LH LEFT HAND RH RIGHT HAND TMP TEMPERED 5�201ALE�G CDR CEDAR HB HARDBOARD LHR LEFT HAND REV. RHR RIGHT HAND REV. TTP TAPE, TEXTURE, PT ^141;1 OREGON EXP RES 12/31/16 REV. DESCRIPTION DATE BY SHEET JOB# REUSE OF DOCUMENTS SCHEDULES 2016-KL-03-1 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE AOVIC313ERNPROD. p' SHEET# THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS 28 x 35' MODULAR OFFICE SYSTEMS INC.AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE PROJECT WITHOUT STEMS INC.MODERN BUILDING$yA 3.2 WRITTEN AUTHORIZATION. iONE 7ELFPF (503)749-499 FAX:(50)749-4950 POLYGON P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 CHECK LD; -nWS,INC.zo�tdnps�"'SW ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR DATE 11/30/15 DOOR ROUGH OPENING SCHEDULE AREA SCHEDULE (Gross Building) EXTERIOR DOORS METAL DOOR W/HOLLOW METAL FRAME(WELDED) AREA TYPE MODS WIDTH LENGTH AREA A R.O. WIDTH CALL SIZE+4-1/2" Gross Building Area 2 13'- 10" 35'-0" 962 SF 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" OCCUPANT LOAD R.O. HEIGHT CALL SIZE+2-1/8" C STOREFRONT DOOR Name Area Occupancy Occupant Load Factor Occupants R.O. WIDTH CALL SIZE+4-1/2" OPEN OFFICE 940 SF B 100 10 R.O. HEIGHT CALL SIZE+2-1/8" D TIMELY SPLIT MEDIA DOOR 10 R.O. WIDTH CALL SIZE+ 1-1/4" R.O. HEIGHT CALL SIZE+ 1" ROOF SCHEDULE E1 METAL DOOR W/WOOD FRAME(PEASE&STANLEY) (INSWING) R.O. WIDTH CALL SIZE+2" R.O. HEIGHT CALL SIZE+2" DESCRIPTION AREA E2 METAL DOOR W/WOOD FRAME(PEASE&STANLEY) (OUTSWING) FIBERGLASS COMPOSITION SHINGLE 998 SF R.O. WIDTH CALL SIZE+2" R.O. HEIGHT CALL SIZE+ 1-9/16" F STOCKER DOOR R.O. WIDTH CALL SIZE+2-1/4" R.O. HEIGHT CALL SIZE+ 1-3/8" WALL SCHEDULE G METAL DOOR W/HOLLOW METAL FRAME (KNOCK-DOWN) R.O. WIDTH CALL SIZE+2" DESCRIPTION LENGTH R.O. HEIGHT CALL SIZE+ 1" EXTERIOR 2x6, T1-11 123'-6" INTERIOR DOORS EXTERIOR 2x, SKIRTWALL, PT Plywood 125'-0" 1 HOLLOW/SOLID WOOD DOOR W/WOOD FRAME R.O. WIDTH CALL SIZE+2" R.O. HEIGHT CALL SIZE+2-1/8" 2 TIMELY FRAME R.O. WIDTH CALL SIZE+ 1-1/4" �Yti A RASA R.O. HEIGHT CALL SIZE+ 1" t"A`Il', 1 c ry to POCKET DOOR y F 3 R.O. WIDTH 2 x CALL SIZE+2" R.O. HEIGHT CALL SIZE+4" BI-PASS DOOR A�o� kj2 W` �y4r 4 R.O. WIDTH CALL SIZE EssONAL vGt� R.O. HEIGHT CALL SIZE+2-1/8" f ORAL E. BI-FOLD DOOR 5 R.O. WIDTH CALL PR R.O. HEIGHT CALL SIZE+ 5/8" OFESS/ NOTE:ALL TRIMMER HEIGHTS= R.O. CALL SIZE MINUS 1-1/2" c� t3�3t OREGON EXP RES 12/31/16 REV. DESCRIPTION DATE BY AM AM SHEET DATA SCHEDULES JOB# REUSE OF DOCUMENTS 2016-KL-03-1 THIS DOCUMENT AND THE IDEAS AND THEIPROPERTY OFM DERNBUIGNS INCORPORATED LIDING ARE BUILDING PROJ. 28' x 35' MODULAR OFFICE SHEET# SYSTEMS INC.AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY MODERN BUILDING SYSTEMS INCBUILDING SYSTEMS INC A 3. OTHER USE OR PROJECT WITHOUT POLYGON WRITTEN AUTHORIZATION. TELEPHONE_*(503)749-4949 FAX:(503)749{950 P.O.BOX 110,9493 PORTER ROAD,AUl"LLE,OR 97325 ©AERN BUILDING SPAGE: TE S.INc 20115 n1tlxip�"��`°"' ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR DATE 11/30/15 1 35'-0" 2 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" '7E 5' -0" A 3'-6" 4'-0" 4'-0" 4 4' -0" (E 4'-0" 4'-0" 4'-0" (E 4'-0" 3'-6" 36"x 24"x REQ'D AREA WELL FOR oFF-1-1 FETI Fru FED fl ACCESS.VERIFY T-1 FFn LOCATION co IF REQ'D 1 2 4x8 DF#2 1 S4.1 S 4.1 (o (2) 1-1/2"x 7-1/4" LVL coN 2 2 S4.1 ' S 4.0 (o 4x8 DF#2 �Yl A.RAS, O1� F Ot t1'AS/,FEE ET-Tl FT-11 FED EETI FEE FT-n FT-- �N f yP y r� A v%t C 21543 P.T. 2 x 4 w/(2)#5 x 1'-6" o"F, Cl TE DRIVE PIN i C B TYP. ROOF ASSEMBLY A 3 • ROOFING S4.3 •SHEATHING (AIR BARRIER) - RAFTERS • INSULATION 12 1 • BOTTOM CLOSURE + S4.3 2 04 C? Roof/ Plate _ VAULTED CEILING — — — — I J 8 1 1/8" TYP. EXT.WALL ASSEMBLY U i •SIDING •STUDS • INSULATION n •INTERIOR FINISH (AIR BARRIER) 00 OPEN OFFICE w DO I z TYP. FLOOR ASSEMBLY a •SUBFLOOR (AIR BARRIER) = 2 • FLOOR JOISTS U) • INSULATION S 4.3 • BOTTOM CLOSURE Fin-Floor 0' - 01 DO n. 0o 9 9 — N _ _ _ _ _ _ _ _ _ 0 =Grade H u -2' - 611 N,RgsY 1 BUILDING SECTION NOTES: 3/8 — 1 -011 _ PER C402.4.1.2.3 BUILDING TEST. THE COMPLETED BUILDING SHALL BE �'os �e;1543R�� TESTED AND AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT Fs STE EXCEED 0.40 CFM/SQ. FT.AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES SIont OF WATER GAUGE IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL. �ED PROFFS ( Nr S THE AIR BARRIER SHALL BE CONTINUOUS FOR THE THERMAL ENVELOPE �� N13431 &ACROSS THE JOINTS &ASSEMBLIES. JOINTS&SEAMS SHALL BE SEALED, INCLUDING SEALING TRANSITIONS IN PLACES&CHANGES IN Nw MATERIALS. PENETRATIONS OF THE AIR BARRIER& PATHS OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, OR OTHERWISE SEALED INA MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS& LOCATION EXP RES 12/31/16 REV. DESCRIPTION DATE BY ERN SHEET BUILDING SECTIONS JOB# REUSE OF DOCUMENTS 2016-KL-03-1 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE SHEET# THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS PROJ. 28 x 35' MODULAR OFFICE SYSTEMS INC.AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY MODERN BUILDING SYSTEMS INC S3.0 OTHER USE OR PROJECT WITHOUT POLYGON WRITTEN AUTHORQATION. TELEPHONE:(503)7461949 FAX:(503)749,4950 P.O.BOX 110,9193 PORTER ROAD,AUMSVILLE,OR 97325 ©�)LDINGSYSINC. 01 '�"'�`°" ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR DATE 11/30/15 FOUNDATION NOTES u- p 'Z' METAL P.T.2 x 6 BRACE AT MAX. 00 5' WEDGE/SHIM -0"O.C.AT 45+/-DEGREE 0 3� 26 GA. FLASHING OVER ANGLE.ADJUST 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. THIS STRUCTURE SHALL BE w w ICE&WATER OVER SPACING TO AVOID PIERS ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES AND TEMPORARY FORCES DURING SETTING O I- 6MIL.VAPOR BARRIER � 2 x 8 W/(4) 12d AT MIN. AND ERECTION UNTIL ALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. REMOVE ORGANIC/SOD z 1/2"P.T. PLYWOOD W/ (2)JOISTS UNDER ALL BEARING PADS. F- HDG 8d AT 4" &8"O.C. Z (BLOCKED) 2. DESIGN LOADS: CO p ROOF DEAD LOAD 12 PSF GRAVEL OR SAND FILL ROOF SNOW LOAD 25 PSF Al E— SLOPE AWAY 2 x 4 BACKING AT FLOOR DEAD LOAD 10 PSF a 24"O.C. W/(2) 12d HDG SIMP A35 W/(6) N8'S FLOOR LIVE LOAD 100 PSF EA END AND (6) 12d HDG EA. LEG Z AT BEARING POINTS -- r a P.T. 2 x 8 x 16"CAP 2 WIND LOAD Lambda = 1.0 Vult= 140 MPH (Vasd= 108 MPH)3 SECOND GUST-EXP B + - a, CONT. P.T. 2x8 ° `a -, (2) 8x8x16CMU SEISMIC FOUNDATION SYSTEM: Ss= 1.500 Fa = 1.000 Sds= 1.000 (2) 12d HDG AT BRACE __ z: ' 16"x 16"x 4"CMU RISK CATEGORY II 12d AT 6"O.C.AT 2 x 4 PIER le= 1.0 SEISMIC DESIGN CATEGORY D SITE CLASS D FDN DRAIN IF SITE REQ'D __ P.T. x 4 W/(2) ALLOWABLE BEARING 1800 PSF AT AT GRAVEL #5 GRAVEL-TYP. Ii CAPACITY x 1'-6" DRIVE PIN -TYP. SIDEWALL FOOTING 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 GRAINu- p 'Z' METAL SIMP CS18 W/(4) N10-S EA. END SHALL BE FIELD TREATED WITH 2% MIN- CONCENTRATION COPPER NAPHTHENATE. TREATED PLATE STOCK 00 (2) STRAPS TOTAL AT BOTH SHALL BE GOOD QUALITY AND SHALL NOT CONTAIN EXCESSIVE SPLITS, CHECKS OR WANE. 2 x 4 FRAMING w O 1/2" P.T. PLYWOOD W/ TOP& BOTTOM SHALL BE HEM-FIR, STANDARD OR BETTER, TREATED 2 x 4 FRAMING SHALL MEET THE REQUIREMENTS p HDG 8d AT 4" & 8"O.C. SPECIFIED ABOVE. w 1­- (BLOCKED) SIMP A35 W/(6) NB'S EA. LEG 4. ALL FASTENERS TO BE HOT DIPPED GALVANIZED OR EQUAL AT P.T. MEMBERS. F7 L� 26 GA. FLASHING OVER P.T. 2 x 6 BRACE AT MAX. Z clf ICE &WATER OVER 5'-0"O.C.AT 45+/- DEGREE ANGLE 5 VENT CRAWL SPACE w/(4) 15"SQ. METAL VENTS (MODERN STANDARD). INSTALL 6 MIL. VAPOR BARRIER z6MIL.VAPOR BARRIER ADJUST TO AVOID PIERS ON GROUND IN ENTIRE CRAWL SPACE. LAP VAPOR BARRIER JOINTS MIN 12". PROVIDE MIN 28 x 18 ACCESS `° = GRAVEL OR SAND FILL 2 x 8 W/(4) 12d AT MIN. (2)JOISTS 6 CONNECT STORM WATER FROM ROOF GUTTERS AND DOWNSPOUTS AND DIRECT AWAY FROM BUILDING A E— SLOPE AWAY PAD TO AN APPROVED DRAINAGE SYSTEM. C 2 x 4 BACKING AT 4 x 8 POST CoA, ANS OAS!/ 24"O.C. W/(2) 12d HDG 4 x 4 POSTEA 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 END AND (6) 12d HDG P.T. 6 x 8 x 1'-3"L FLAT + = _ z AT BEARING POINTS r= s s ':r_: SYSTEM IS THE JURISDICTION OF THE LOCAL BUILDING OFFICIAL. - (3) 12d TOE NAIL TYP21 ♦,, r 63 (2) 12d HDG AT BRACE _' EACH SIDE �o�`cskFclsR�oGl�'U� CONT. P.T. 2 x 8 - (2) HF#2 P.T. 6 x 8 x 4'-6" L NA Ey FLAT.— FDN DRAIN IF �f SITE REQ'D — - - - (3) ROWS OF 12d ,3 437 AT 4"O.C. n ENDWALL COLUMN FOOTING P.T. 2 x 4 W((2)#5 ` 3/4" = 1'-0" OREGON F x 1'-6" DRIVE PIN -TYP. EXP RES 12/31/16 REV. DESCRIPTION DATE BY SHEET JOB# REUSE OF DOCUMENTS FOUNDATION NOTES & DETAILS 2016-KL-03-1 THIS DOCUMENT AND THE IDEAS AND ` 03LIERN DESIGNS INCORPORATED HEREIN ARE PROJ. ' SHEET# THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS 2H x 35 MODULAR OFFICE SYSTEMS INC.AND ARE NOT TO BE - USED IN WHOLE OR IN PART FOR ANY S4.0 O OTHER USE OR PROJECT WITHOUT MODERN BUILDING SYSTEMS,INC. POLYGON WRITTEN AUTHORIZATION. TELEPHONE ISM)7494949 FAX:(503)749-4950 P.O.BOX 110,9493 PORTER ROAD,AUMSMU-F-OR 97325 ®"` �,,"�,���,�01"'f"BdMMS . ' ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR DATE 11/30/15 36"x 24"x REQ'D GALV. AREA WELL ............ n.. ... 2'- 8" 2'-0" TACK WELD --<BACK SIDE 7777 P.T. 2x JAMBS AT SIDES AND BOT. 3/16" DIA/HOLE W/ o (4)#8 SCREWS MIN. 30"x 20" X FINISHED PL. 1/8"x 1 x REQ'D OPENING X . A 1/2"x 12GA. EXPANDED METAL W/ 1/4"GALV. SCREEN p -777 ACCESS COVER CRAWL SPACE ACCESS 3/411 = 1'-0" (2) 12d TOE NAIL SEE 4/S 4.3 EA. SIDE-TYP. IV ARI (2) 12d TOE NAIL 4 x 8 DF#2 WEDGE/SHIM TYP. EA. SIDE WEDGE/SHIM P.T. 2 x 8 x 16" L. 21543 CISTE P.T. 2 x 8 x 16" L CAP CAP NAI, 16x 16x4CMLl PIER16 x 16 x 4 CMU PIER <- 8x8x16CMU OR P.T. 2 x 12 x 24" L (2) 8 x 8 x16 CMU OR P.T.2 x 12 x 24" L. �^31'3"' MARRIAGE LINE FOOTING MID-SPAN FOOTING � 3/4- = 1'-0" EXP RES 12/31/16 REV. DESCRIPTION DATE BY SHEETJOB# REUSE OF DOCUMENTS An AM 2016-KL-03-1 - THIS DOCUMENT AND THE IDEAS AND �AliIIIIIIIIIIII FOUNDATION DETAILS DESIGNS INCORPORATED HEREIN ARE A01"ODERN - THE PROPERTY OF MODERN BUILDING mr Ar IIIIIIIBUILDING.SYSTEMS PROJ. 28' x 35' MODULAR OFFICE SHEET# SYSTEMS INC.AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT MODERN BUILDING SYSTEMS,INC. S4. 1 WRITTEN AUTHORIZATION. TELEPHONE:(W3)749-4949 FAX:(503)749-4950 POLYGON P.O.BOX 110,9493 PORTER ROAD,AUK"LLE,OR 97325 1 1 CHECK OUT OLIR VVEB PAGE,�_modwrb-IcImgsyste---j ADDRESS DRW DATE 11/30/15 C MODERN BUILDING SYSTEMS,INC.2015 150TH STREET,TIGARD OR 97224 SR li p 'Z' METAL 00 1/2"P.T. PLYWOOD W/ w0 HDG 8d AT4" &8"O.C. Ip o (BLOCKED) O►w- 26 GA ROLL FLASHING ~ OVER ICE&WATER Z OVER EMIL VAPOR 15"SQ. METAL VENT z BARRIER SIMP A35 W/(6) N&S EA. LEG W/WELL WHERE WEDGE/SHIM REQ'D BY GRADE P.T. 2 x 6 BRACE AT MAX. 5'-0"O.C.AT 45 E--- SLOPE AWAY DEGREE ANGLE -- ADJUST TO AVOID PIERS n 2 x 4 BACKING AT 2 x 8 W/(4) 12d AT MIN. (2) JOISTS 24"O.C.W/(2) 12d HDG EA END AND(6) 12d HDG 4 x 8 DF#2 FLOOR JOIST + AT BEARING POINTS r r` SUPPORT BEAM (2) 12d HDG AT BRACE P.T. 2 x 8 x V-3" L FLAT L JS a C: r � � CONT. P.T. 2x8 —i 8x8x16CMUNI - -- FDN DRAIN IF SITE REQ D _ _ i�' I . . 1.6 x 16 x 4 CMU PIER 12d AT 6"O.C. NOTE: SEE SHEET S4.0 FOR TYP. AT 2 x 4 NOTES& DIMENSIONS P.T. 2 x 4 W/(2)#5 x 1'-6" DRIVE PIN -TYP. n ENDWALL FOOTING AT BEAM 2 FOUNDATION VENT 3/411 = 1'-0" 3/4" = 1'-0" RAS, C�PF pp 1e Asy� (�11 (2) 12d TOE NAIL _� 4 x 8 DF#2 W F EACH SIDE z �- (2)6d DUPLEX 16 x 16 x 4 CMU PIER OR(2) N10 F• e�1srER' �� OR P.T. 2 x 12 x 24" L. s°IO';AL EAG 6000# PRE-FAB METAL PIER 13431 CL n ALTERNATE MID-SPAN FOOTING OREGON J n = t 11 3/4 1 -O �LFT�yA RAS�\,� EXP RES 12/31/16 REV. DESCRIPTION DATE BY ERN SHEET FOUNDATION DETAILS JOB# REUSE OF DOCUMENTS 2016-KL-03-1 THIS DOCUMENT AND THE IDEAS AND - DESIGNS INCORPORATED HEREIN ARE AFAN THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS PROJ. 28' x 35' MODULAR OFFICE SHEET# SYSTEMS INC.AND ARE NOT TO BE /`1_ USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT nnnnFRN BUILDING SvsTEMS INC S 4. 2 POLYGON v WRITTEN AUTHORIZATION. TELEPr1oNe(503)749-4949 FAX:(503)749-4950 1 O L 1 G O N P.O.BOX 110.9493 PORTER ROAD,AUMS ALLE•OR 97325 ® N M��NC.2MMS"'l"A�6C01 ADDRESS 150TH STREET,TIGARD OR 97224 °RW SR DATE 11/30/15 ROOFING RIDGE VENT HOLD PLYWOOD& ROOFING 7/8" BACK FROM EA. SIDE OF RIDGE ROOF SHEATHING INSULATION W/FS-25 2 x 3 FILLER x 9" L.AT 2 x 4 x 18" L. VENT 24"O.C. W/ 12d EA. END CONT. BUTYL STRIP SPACERS AT 24"O.C. ROOFING RIDGE BEAM TO END RAFTER GUTTER FLASHING RAFTERS CONNECTION SEE DETAIL 2/S 4.4 (2) 1-1/2" DIA.VENT HOLES _ (OR 1-1/2"x 4" NOTCH) j SCREENED PER RAFTER BAY FASCIA j 2 x RIM JOIST W/(3) 12d END NAIL TO EA. RAFTER 4'-0"MIN. PLATE SPLICE i HU210 W/(8) 16d AT W/(12) 12d EA. END-TYP. RAFTER&(4) N10 EA. END BEVEL BLOCK INSULATION W/ _ AT BUTT JOINTS-TYP. 'Z' METAL& BLOCKING AT SIDING FS-25 JOINTS (WHERE OCCURS) 12d AT 24"O.C. (3) 5/8" DIA. M.B.'s OR "L" BEAD-TYP. STUD W/INSULATION 12d AT 6"O.C. THR'D ROD W/NUTS SIDING INTERIOR FINISH AND WASHERS AS RIDGE BEAMS SHOWN ON FLR PLAN n TYP. SIDEWALL EAVE DETAIL n ROOF MARRIAGE DETAIL 111 = 1'-0" `' 1" = 1'-0" SIDING STUDS W/ INTERIOR FINISH 5/8"THREADED ROD W/ INSULATION WASHERS AT 6'-0"O.C. & 8d BOX NAILS +/-2'-0" FROM ENDS SUBFLOOR AT 6"O.C. SUBFLOOR (ADJUST SPACING AS REQ'D TO AVOID JOISTS) XYZ A.RAS,{ M t� Ot R'AS(y, LIP BARRIER WRAP 8" BELOW EDGE OF SIDING - A`p 21543 4C OFFSET RIM INSULATION W/FS-25 O o�F- kFCNAl- � law FLOOR JOIST SIMP. LU26W/ 6 SS�o•;nL N10'S TO RIM & (4) SIMP. LU26 W/(6) N10'S INSULATION W/ N10'S TO JOIST RIM JOIST TO RIM &(4) N10'S TO JOIST FS-25 RIM JOIST ^1313'1"' 2 SIDEWALL FLOOR DETAIL 4 FLOOR MARRIAGE DETAIL OREGON �FTH A R ASS\ EXP RES 12/31/16 REV. DESCRIPTION DATE BY SHEET JOB# REUSE OF DOCUMENTS DETAILS 2016-KL-03-1 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AREm AE013ERN PROJ ' olwo THE PROPERTY OF MODERN BUILDING .BUILDING SYSTEMS 28 x 35' MODULAR OFFICE SHEET# SYSTEMS INC.AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY S4.3 OTHER USE OR PROJECT WITHOUT MODERNB UILDI NG SYSTEMS.INC. POLYGON WRITTEN AUTHORIZATION. TELEPHONE(503)749-4949 FAX:(503)749,4950 P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 ®M�ODERNBUOUR 9D,INNcGS TEMS,I 201"'sn1°inp5J51 s`°" ADDRESS 150TH STREET,TIGARD OR 97224 °RW SR DATE 11/30/15 R B RAFTER W/(4) 12d E.N. TO L.V.L. CS18 W/ (6) N10'S EACH END (3) 12d SIMPSON A34 W/(3) N10'S EACH LEG 12d AT 6"O.C. STAGGERED SIDING INTERIOR FINISH STUDS W/ 2x BLOCKING SIMPSON CS18 W/ INSULATION AT 4'-0"O.C. (4) N10'S EACH 4 x 6 DF#2 END-TYP. COLUMN 8d BOX NAILS AT 6"O.C. SUBFLOOR END RAFTER-TYP. ��Foti"'^s//,N � � —` _ � z LIP BARRIER WRAP A A;I 8" BELOW EDGE OF °�� y''Q1ST SIDING Sg fO\AL EyG CS18 W/(6) N1 O'S OFFSET RIM L INSULATION L.V.L. BEAM -TYP. EACH END PR W/FS-25 FULL BEARING (RIMN13431`F DBL. END JOIST OR BLOCKS) �ENDWALL FLOOR DETAIL n PLAN VIEW AT CHORD TIE END WALL COLUMN DETAIL �REG)N lie = 1'-011 1" = 1'-011 1/211 = 1'-0" EXP RES 12/31/16 REV. DESCRIPTION DATE BY E� SHEET JOB# REUSE OF DOCUMENTS DETAILS � 2016—KL-03-1 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE PROJ. ' SHEET# THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS 28 x 35 MODULAR OFFICE SYSTEMS INC.AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT MODERN BUIL12ING SYSTEMS INC S 4.4 WRITTEN AUTHORIZATION. TELEPHONE-'(503)7191949 FAX:(503)7494950 POLYGON P.O.BOX 110,9493 PORTER ROAD,AUMSVILLE,OR 97325 ®MODERN IW,",.,'®S.YS IN�01°15�np5jry10EC0n ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR DATE 11/30/15 ELECTRICAL SYMBOL LEGEND ELECTRICAL NOTES _ 1. CONDUIT SHALL BE ELECTRICAL METALLIC 9. PER NEC 110.26D, ILLUMINATION FOR PANEL BOARDS, 1'x 4' FLUORESCENT SURFACE MOUNTED FIXTURE TUBING AND METAL CLAD CABLE SWITCHBOARDS,AND SERVICE EQUIPMENT SHALL NOT BE CONTROLLED BY AUTOMATIC MEANS ONLY.A MANUAL MEANS TO (2)TUBE T8 W/ELECT BALLAST 2. EXTERIOR RECEPTACLES SHALL BE WEATHER BYPASS THE AUTOMATIC CONTROL IS REQUIRED. ❑ WALL MOUNTED LIGHT FIXTURE+86"A.F.F. RESISTANT TYPE W/IN USE WEATHERPROOF COVER PC- PHOTOCELL 10.PER NEC 406.9(6)(1) 15 AND 20 AMP RECEPTACLES WP-WEATHERPROOF 3. FLUORESCENT LUMINAIRES WITH DOUBLE ENDED INSTALLED IN WET LOCATION SHALL HAVE AN LAMPS THAT CAN BE SERVICED IN PLACE AND SHALL ENCLOSURE THAT WEATHERPROOF WHETHER OR NOT THE HAVE AN INTERNAL OR EXTERNAL DISCONNECT ATTACHMENT PLUG CAP IS INSERTED.AN OUTLET BOX HOOD AUTOMATIC DAYLIGHT SENSING CONTROL PER NEC 410.130G INSTALLED FOR THIS PURPOSE SHALL BE LISTED AND SHALL BE IDENTIFIED AS"EXTRA DUTY". RECEPTACLES SHALL BELISTED AS 4. BUILDING SERVICE SHALL BE SERVED BY ONLY ONE WEATHER-RESISTANT TYPE. qp DUPLEX RECEPTACLE+17"A.F.F. (U.N.O.) SERVICE OR FEEDER PER NEC 225.30&230.2 GFI = GROUND FAULT INTERRUPTER 11.PER NEC 110.26, WORKING SPACE FOR EQUIPMENT OPERATING AT WP = IN USE WEATHERPROOF COVER 5. SERVICE OR FEEDER DISCONNECT SHALL BE 600 VOLTS, NOMINAL, OR LESS TO GROUNDAND LIKELY TO WR=WATER RESISTANT RECEPTACLE INSTALLED PER NEC 230.70. FOR BUILDINGS IN REQUIRE EXAMINATION,ADJUSTMENT, SERVICING, OR THE STATE OF WASHINGTON SERVICE OR MAINTENANCE WHILE ENERGIZED SHALL COMPLY WITH THE $MOM MOMENTARY TOGGLE SWITCHES FEEDER DISCONNECT SHALL BE INSTALLED PER DIMENSIONS OF 110.26(A)(1), (A)(2),AND (A)(3) WAC 296-46B-230 JO JUNCTION BOX 12. PER WAC296-466-760 DEVICE AND JUNCTION BOXES FOR FIRE 6. PERMANENT MEANS OF LOCKING OUT ALARM SYSTEMS OTHER THAN SURFACE RACEWAY TYPE MUST BE OT THERMOSTAT+48"A.F.F.TO TOP OF CONTROLS DISCONNECT TO MECHANICAL UNIT(S) SHALL SUBSTANTIALLY RED IN COLOR BOTH INSIDE AND OUTSIDE. POWER BE PROVIDED PER NEC 424.19 LIMITED FIRE PROTECTIVE SIGNALING CIRCUIT CONDUCTORS MUST Q PHONE BOX-CONDUIT UP (RACEWAY ONLY) +17"A.F.F. (U.N.O.) BE DURABLY AND PLAINLY MARKED IN OR ON JUNCTION BOXES OR 7. PERMANENT MEANS OF LOCKING OUT OTHER ENCLOSURES TO INDICATE THAT IT IS POWER LIMITED FIRE to DISCONNECT DISCONNECT TO WATER HEATER(S)SHALL PROTECTIVE SIGNALING CIRCUIT. BE PROVIDED PER NEC 422.31(8) PP LIGHTING POWER PACK 8. GASKET ALL EXTERIOR WALL BOX PLATE COVERS NOTE: EMT CONDUIT SHALL NOT BE USED (BY MODERN) WITH UNFUSED CONDUCTORS INSIDE BUILDING LINES FIELD VERIFY AIC RATING REQUIREMENTS (BY OTHERS) 200 AMP BUILDING/SERVICE DISCONNECTING - - - - - MAIN BREAKER MEANS MUST BE LOCATED ON OR 3 ( ) 3/0 THWN WITHIN 15 FEET OF THE BUILDING AND - - - - - - - - - - - - F 2" PVC CONDUIT 120/240V MUST HAVE LABEL IDENTIFYING ITS z SINGLE PH. FUNCTION AS THE BUILDING DISCONNECT PER WAC 296-466-225 �0kFc�S Fay° ti S� A �JG GROUNDING TO BE IN ACCORDANCE TO lo__ L NEC 250 - #4 CU GROUND *BOND STEEL FRAMING 13431 ONE-LINE DIAGRAM NY NO SCALE EXP RES 12/31/16 REV. DESCRIPTION DATE BY SHEETELECTRICAL LEGEND & NOTES JOB# REUSE OENTS 2016-KL-03-1 THIS DOCUUMENTMENTAND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE l"01WERN PROJ. SHEET# THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS.. 28 x 35 MODULAR OFFICE SYSTEMS INC.AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY C O. OTHER USE OR PROJECT WITHOUT MODERN BUILDING SYSTEMS.INC. POLYGON WRITTEN AUTHORIZATION. TELEPHONE(503)749-4949 FAX:(503)749-4950 P.O.BOX 110,9493 PORTER ROAD.AUMS AUP—OR 97325 ©MMODE 1NBUU DNGSYB�INC.20,am56uGtlinpsysYems.com ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR DATE 11/30/15 1 2 (:A PANEL A A7 A7 120/240V/200A SINGLE PHASE W/2" A9 STUB-OUT A7 u_ A2,4 A6,8 A7 OPEN OFFICE B _ - A5 S I A5 A3 c SIGN CIRCUIT ABOVE ���,A R,4 DOOR HEIGHT 15 A`ii, �� �y P ti G. A5 A5qp i154s 4 ��F• �FOISTBR�� l�V C — — --- SSI0NAL EAG 1 ELECTRICAL PLAN \�����D PROFFSs� 3/16" = 1'-0" 13 431 OREGON �LFT�yA RA°��\1 EXP RES 12/31/16 REV. DESCRIPTION DATE BY SHEET JOB# REUSE OF DOCUMENTS ELECTRICAL PLAN 2016-KL-03-1 THIS DOCUMENT AND THE IDEAS AND ""GUERN DESIGNS INCORPORATED HEREIN ARE PROJ. SHEET# THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS 28' x 35' MODULAR OFFICE SYSTEMS INC.AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY MODERN BUILDING SYSTEMS.INC. E 1 O OTHER USE OR PROJECT WITHOUT POLYGON WRITTEN AUTHORIZATION. TELEPHONE:(503)7494949 FAX:(503)749 4950 P.O.BOX 110,9493 PORTER ROAD,AULMILLE,OR 97325 ©" LDIIWEB NGsYsTEAA NCnio2n,'su1tlinp m"[ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR DATE 11/3O/15 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 2 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. (:A DL-P LJI OPEN QFFICE I / i \ � PC \ / A1Wp R qS.A` tY pF 11 ASAI '7r. 021543 ww � \ / � 'rnF• kFC1STF.RGn l� (:c ���D PUFFS 1 LIGHTING PLAN " "' F s% 3/16" = 1'-0" 13131 OREGON �F2 `EA; to 1�F�lL�cc. �T�yA.RASA EXP RES 12/31/16 REV. DESCRIPTION DATE BY SHEET JOB# REUSE OF DOCUMENTSAM AN LIGHTING P LAN 2016-KL-03-1 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE PROJ. ' ' SHEET# THE PROPERTY OF MODERN BUILDING sUILDING-SYSTEMS x 35 MODULAR OFFICE SYSTEMS INC.AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY MODERN BUILDING SYSTEMS INC- OTHER 2.0 OTHER USE OR PROJECT WITHOUT POLYGON WRITTEN AUTHORIZATION. TELEPHONE:(503)749.4949 FAX:(503)749-4950 P.O.BOX 110,9493 PORTER ROAD.AUMSALLE•OR 97325 ©"MODEM LD��,,"'°p°uN°"BS'�=�°" ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR DATE 11/30/15 Y MAIN DISTRIBUTION PANEL Panel A PROJECT NO: 2016-KL-03-1 MOUNTING Surface DATE: 11/30/15 Load Name Rating Circuit Number of A B Number of Circuit Rating Load Name Number Poles Poles Number - Lighting 20 A Al 1 361 VA 2580 VA 2 A2 45 A HVAC Sign Circuit 20 A A3 1 1200 VA 5280 VA - A4 - - Receptacle 20 A A5 1 720 VA 2520 VA ffin= 2 A6 25 A HVAC Receptacle 20 A A7 1 720 VA 2520 VA - A8 -- Receptacle 20 A A9 1 180 VA A10 All Al2 A13 A14 A15 A16 A17 Ban A18 A19 A20 A21 A22 A23 IBM A24 TOTAL PANEL VA= 16081 VA 67 A =TOTAL PANEL AMPS BUSS SIZE 200 A VOLTAGE 120/240 Single MAIN BREAKER 200 A PHASE 1 ITEM CONNECTED LOAD DEMAND FACTOR CALCULATED LOAD LIGHTS 3388 VA 125.00% 4235 W SIGN CIRCUIT 1200 VA 125.00% 1500 W RECEPTACLE 1620 VA 100.00% 1620 W DED.RECEPTACLE 0 W MOTORS&COMPRESSORS TOTAL MOTOR 0 W HEATING&A/C(Per Mfg's Specs) TOTAL HEAT&A/C LOAD w�Y�a RAS 12900 VA 100.00% 12900 W Of_ -///~ MISCELLANEOUS .. WATER HEATER 0 W 1549 �r O`t' e01STE'?- °tOAAL Ey CONNECTED LOAD CALCULATED LOAD TOTAL VA= 19108 W TOTAL VA= 20255 VA ���ED PRpF�S TOTAL AMPS= 80A TOTAL AMPS= 84 A �� 13 431 CL xv NOTE: CONNECTED LOAD FOR LIGHTS IS FROM NEC TABLE 220.12 REV. DESCRIPTION DATE BY GGER� SHEET JOB# RELISEOFDOCUMENTS ELEC. PANELS & LOAD CALCS. 2016-KL-03-1 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE PROJ. ' SHEET# THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS. 28 x 35 MODULAR OFFICE SYSTEMS INC.AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT MODERN BUILDING SYSTEMS INC E 3.0 POLYGONWRITTEN AUTHORIZATION. �yg NONE:(503)719-4918 FAX:(503)749850 P.O.BOX 110,94OLIR93 PORTER ROAD,AUMSVILLE,OR 97325 ®M�ODERRNN BUM GS TEMS`NC.201s°i'`�"0�"'�.�°"' ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR DATE 11/30/15 • MECHANICAL NOTES 1. MECHANICAL UNIT: 2 TON WALL HUNG HEAT PUMP 2 8 kW ELECTRICAL HEAT WITH AND ECONOMIZER 2. CONTROLS: THERMOSTAT: TH8321 R 1001 T-STAT A THM5421 �— DCV/OCCUPANCY SENSOR: OCCUPANCY SENSING THERMOSTAT 3. DUCTWORK: MATERIAL: 26 GA. SPIRAL W/DIFFUSERS C INSULATING AND SEALING: DUCTWORK TO BE INSULATED AND SEALED PER OEESC 503.2.7& 6"x 14"SHOEMAKER WSEC C403.2.7. D SD34 CONSTRUCTION: OPEN OFFICE DUCTWORK TO BE CONSTRUCTED AS LOW PRESSURE DUCT SYSTEM PER 10"re 12"a 14"o 01. MECH. OEESC 503.2.7.1.1 AND WSEC C403.2.7.3.1 �'-0"L '-0" L �8'-0" UNIT 4. VOLUME DAMPERS: PROVIDE VOLUME DAMPERS TO CONTROL 800 CFM AIRFLOW AT EACH DIFFUSER 14'-85/8" T -0" 7' -0" 6'-3 3/8" 20"x12" R/A WALL GRILLE OUTSIDE AIR CALCULATION MECHANICAL UNIT F t OPEN OFFICE (2 OCC)(5 CFM) = 10 Ll AREA FACTOR (940 SF)(.06 CFM)=57 - TOTAL =67 CFM Yl A RAS' MINIMUM OUTSIDE AIR FOR =57 CFM UNOCCUPIED BUILDING z C 21TJ HVAC SYMBOL LEGEND �0+�,c yFC1�FF�'O SO�O�AL�JG THERMOSTAT+48"A.F.F. TO TOP OF CONTROLS n HVAC PLAN ���ED PROFF� CC c OREGON FT��A R ASCD` EXP RES 12/31/16 REV. DESCRIPTION DATE BY REUSE SHEET JOB# REUSE OF DOCUMENTS HVAC PLAN, NOTES & LEGEND 2016-KL-03-1 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE PROJ. ' ' SHEET# THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS 28 x 35 MODULAR OFFICE SYSTEMS INC.AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY MODERN BUILDING SYSTEMS.INC. M O 1 OTHER USE OR PROJECT WITHOUT POLYGON WRITTEN AUTHORIZATION. TELEPHONE(Sw)749-1949 FAX:(503)749-4950 P.O.BOX 110,9493 PORTER ROAD,AUMSMLLE,OR 97325 0MMODE �S�IN�o, ' —m ADDRESS 150TH STREET,TIGARD OR 97224 DRW SR DATE 11/30/15