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Plans CITY OF TIGARD Approved by Planning Date: L/A)//s L J REQUIRED SUBMITTAL ELEMENTS j I I I IL I" 1 I n�t a S: (Note:applications will not be accepted r �• iii 1 I`- I d without the required submittal elements) -o c c x fl J l �� ❑Application Form =` L�o M. a ' ; v °��° ❑Owner's Signature/1i'r tten Authorisation m° i � u=x if ❑2 Copies of the Site/Plot Plan Indicating."I I I.Location of the Temporan'Use: See plan a 2.l.ot size: 253,966 sf,5.83 Acres •�'I DR/VEWA Y 3.Square footage and location of existing buildings: 157,114 sf• LOCATION 4.Current uses of existing bui4Gngs: l-I cond 2/A2' f���/// 5.Number of existing parking spaces: 4 temp use/109 add'I(Th 1 I �� `J - 6.Squue hootage of any space to be used as additional parking: 0 sf r LOCATION OF -.Driveway locations: See plan ?�TEMPORARY USE ❑Site/Plot Plan(reduced 8'•"s 11")i V Appficani s Sratement \ 0 I u ❑Filing Fee(IUdess exempt) t a n F�• 3 F1F11 y ',� MOLDING TANK FOR SAN. WASTE WI (11, w TO BE SERVICES REGULARLY BY O SAME COMPANY SERVING JOB c \ SITE-PORT-O-LETS 'EXISTING BUILDING' A,m I I n — WATER NA TEMPORARY METER W i 1 AT FIRE HYDRANT AS SHOWN UNDER CONSTRUCTION /4 I I.1 i :: { . r� TEMP POKER A-2&I-1 Condition 2 as ' r ` — TEMPORARY SECURITY FENCE 157,224 sf N I 11 . TEMPORARY CONSTRUCTION TRAFFIC BARRIER � • I , �\ W 1 U � , CC � J r. / d = cm Z. I jr C C7 DO 7. TEMP SALES OFFICE SITE Plgill > m i aSCALE I" • 30'-0" T • 8/2/14 A 0 3 15 JO' bo 0 _Na.1403 Ci <G) o < cn v1 m 00 0 ■ E E - . ■ E R • tl — 1 lb\ — < ;l AL,/ p _ I \ V \ v � � ]{ ,. x Q r �1 ! �= I ;WI 9 \:,-,-.-74A- /Al = \of -__,m„1, , s / iiii+IF . 4440054011 8 011 s in r ,b0 PROAk 4- y+is .Pe,�J'i q cA r.0 r. �. o�a�. ate'y % '',' F u C - O 1 r4 411 1 C era t, 4. �i7 o , g, STANDARD MOBILE OFFICE DEAN W.BRIGGS,PE i,,, p ....1, PAD i PIER FOUNDATION pacific Mobile B R I G G S a N , �� 4 r^ DETAILS PO SERVING TIE WESTERN ORES STATES Ei V! MOBILE FOUNDATION DETAILS n.1.our WON MAC uu-InoE1mamo Mobile&Modular Buildings NO3 DM I OM MO. !SCALE: ,., XV:Z■VririllIVIAlln= 11S.2013 BUSLLI IS 91101 41,„ 4 411* I GENERAL BUILDING DESCRIPTION AND MATERIAL SPECIFICATIONS RECEIVE') x F ' JOB NO. MODEL B INTERIOR WALL FINISH DOOR SCHEDULE PLUMBING ,U' FLOORS 12 X 44 TOTAL SIZE 12 X 44 NO. LOCATION I MATERIAL COLOR LOCI-TYPE SIZE FRAME LOCKSET OTHER HANDICAPPED DESIGN H REQUIR P(� NOQ RED _ TYPE STOCK OFFICE TOTAL SQ. FT. 528 1 THROUGHOUT I/2" VINYL GYPSUM (NOTE I) 1 H.M. u DRAIN LINE MTR. ABS SUPPLY INE MTIQ' , _36x80 STEEL DBL. PULL (NOTE U _ Y3', DEALER P.M.L. LOCATION OREGON CITY.OR 2 RESTROOM 4' KEMLITE PER CODE WHITE 2 HCWD 36x80,METAL PASSAGE (NOTE #2) FIXTURE TYPE //��� VALVE SE REP. RU55 MGMILLEN PHONE NO. (811) 261-3436 3 3 HGI"11 3bx80 METAL PRIVACY (NOTE #3) WTR. CLOS. MFG STANDARD(I& `f BUILDING OCCUPANT STOCK OFFICE 4 NOTES: LAVY. SINK MFG STANDARD�4�� LL"Mf.f ,.ga• CITY - COUNTY - STATE ID, WA,OR 5 ) EXT. DOOR 41: 1.15"(20GA)INSUL. DOOR 1N/STEEL FRAME URINAL -- ( � ING DIVISION Eoa INSPECTED BY: IDAHO 6 HINGES: HAGER NRP(4.5"x4.5")(1.5PR)STAINLE55 STEEL TUB/SHOW.,- +"`X BUILDING CLASSIFICATION: NOTES: CLOSER: MFG.STANDARD(H/G) DRK. FTN. -- i •3' • OCCUPANCY GROUP B TYPE OF CONST. SC-B (I) 1/2"VINYL GYPSUM COLOR: STARDUST PURE WHITE M'=G.STANDARD DOUBLE PULL 1N/GRADE 2 DEADBOLT SERV. SINK -- 4 yd4°= OCCUPANCY LOAD 100 S0. FT. PER PERSON= 5 (SINGLE CYLINDER) (KEYED ALIKE) BUBBLER S, a"" ROOF LOAD:DEAD 8 LIVE 40 WIND IIO MPH/EXP.B (FROVIDE SIGN: THIS DOOR TO REMAIN UNLOCKED WHEN KIT. SINK -- :ali N FLOOR LOAD 50 PSF/SEISMIC CAT D E'LIiLDING 15 OCCUPIED") NOTES: (I) LAVY FAUCET: MFG STANDARD(S&L.LEVER) g4 -4 g TEMP DIFF - WINTER 80 DEC SUMMER 20 DEG STANDARD WEATHERSTRIPPING, THRESHOLD, 000R BOTTOM (2) PROVIDE SHUTOFF VALVES• ALL FIXTURES Y 'q NOTES: (7) INT DOOR 42: 13/A" PRFFINISHED SANTE FE OAK (3) SEE SHT. 42 FOR ADDITIONAL INFORMATION Ph l a EXTERIOR WALL CONSTRUCTION 6vi METAL JAMS- COLOR: DARK BROWN gg W WOOD STUDS W/ NOM. 2X4 ®16" ❑ O.C. HINGES: MFG. STANDARD 3.5"x 3.5" (I diti �, TOP & BTM PLATES, SPLICES & BLKG W/ NOM. 2X4 LATGHSET: MFG. STANDARD LEVER PASSAGE FURNISHINGS LUMBER GRADE SPF STUD/510F STD a BTR PL Sr ANDARD WALL STOP EXTERIOR SUBSHEATHING -- ( INT •••r 4 : .I H • Al, •A SI7E DESCRIPTION CO 0' vdIL, NZW*W EXTERIOR SIDING 1/I6" L.P. SMART PANEL(8"GROOVES) (NOTE I) W/ METAL JAMB COLOR: DARK BROWN ROD F „u0; °o,„, EXTERIOR TRIM 1x4/6/8 PRIMED NB TRIM FILE CAB. -- _ Z WAGES: MFG. STANDARD 3.5"x 3.5" (I PR) �� -�'=w��o� SHELVING Qua<5,n COLORS-- SIDING PITTSBURG #3152 AGATE GREY(SATIN) CKSET: MFG. STANDARD LEVER PRIVACY 5 TRIM PITTSBURG #1090 DEEP MARINE (SATIN) S PLAN TABLE -- ozc�2W ��W STANDARD WALL STOP rWZOON<o�0 FOUNDATION: ®BY OTHERS El CONCRETE ®GONG. BLK. MATCHING SKIRTING-SIZE -- AMT. -- COLOR -- (4) EcT. DOORS COLOR TO MATCH SIDING DESK TOP __ SWW"oo�<=ZN INTERIOR SUBSHEATHING PLAN RACK DOZ�WUV'-:JWJ TRANSPORTING CHASSIS CEILING HEIGHT 07'-10"0 COUNTERS =_ i>c�om4touz>, NOTES:(I) ENDWALLS a SIDEMALLS: BLOCK ALL EDGES - WINDOW SCHEDULE (WESTERN WINDOW/NFRGN=.33) BASE --:S =pWtJVUL"5,:03 TYPE EICROSSMEMBER OUTRIGGER ❑ PERIMETER ❑SKID (LOC. YPE SIZE FRAME GLASS,OTHER • 'HEADS �� U V~_J�J II ,nom a<Ov�<<c� / FASTEN SIDING W/(8d) • 4" 4 '8" O/G �T oaMT.z`6O.iIw MAIN LONGITUDINAL MEMBER 10" I-BEAM (2) HEADERS: 36" SPAN USE(2) 2x4 SPF W/ I/2" PLYING). FILLER 1 I H.S.46x39 VINYL INSUL. LOW E GLASS 1N/SCREEN R/R ACCESS TYPE SIZE CROSSMEMBERS-- ®14 ❑ GAGE EACH ®� 4816 O.C. 46" SPAN USE(2) 2x6 SPF W/ 1/2" PLYWD FILLER 2 ' GRAB BARS IS",36" a 42"(5/5) 1 SET 1.25" ma OUTRIGGERS-- E113 ❑ GAGE EACH ®a 48'17 O.0 (3)CHORD SPLICES: USE( 12) 12d NAILS EA SIDE OF SPLICE )RAPES/BLINDS--STYLE (N.LG) MIRRORS . MFG.STANDARD ® 40" AFF 18x36 M RUNNING GEAR--TYPE Et OVERSLUNG ❑UNDERSLUNG (4) DBL. TOP PLATE W.C. PART TIRES ❑$ PLY ®10 PLY ❑ 12 PL (6) PROVIDE NUOGIDE 4404D TO ALL EXTERIOR PAINT NOTES: (I) ALL WINDOWS® STANDARD DOOR HEIGHT URINAL SCRN ' W N f BRAKE SYSTEM 12 VOLT ELECTRIC (7,_SEE DETAIL/5HT. 43 FOR WINDOW TRIMMING (1) ENDWALLS ONLY: INSTALL(tea) SIMPSON #MSTA18 T.P. HOLDER MFG. STD. 5GL. ROLL • 19" AFF cK In D N NUM. OF AXLES, BRAKE 3 IDLERS 0 0 CORNERS OF ENDWALLS ELECTRICAL TOWEL DISP. _ < HITCH MEMBERS--TYPE 2 STD. BALL ❑ I ❑ FIXED Ei DETACHABLE TOTAL LOAD 120/240V 125 AMP I PHASE-M.B. 125 AMP NOTES: v p PANE_: INTERIOR MT. BREAKERS: SNAP ON TYPE PAINTING-- ALL MEMBERS TO BE COMPLETELY COATED L_ v WITH ANTI-RUST PAINT SERVCE I'd UNDERGROUND ❑ OVERHEAD 0 L NOTES :, (I) TIRES TO BE NEV (10-PLY) WIRING DI COPPER NONMETALLIC SHEATHED CABLE(ROMEX) MISCELLANEOUS (2) AXLES TO BE NEW SCOPPER THHN WIRE IN ❑ FLEX ❑ EMT COND. (I) IDAHO,WASH.(GOLD),OREGON(GOLD) I O &-. (3) PROVIDE FULL 1-BEAM• REAR 8 MC CABLE (ABOVE SUSPENDED T-GRID) w RFC,PTS TYPF AFF v m >- STD. DUPLEX-GROUNDED 15" SUBMITTALS BEING USED DYES I�NO 0 o WPG`=1Er WEATHER-PROOF DUPLEX-GROUNDED 15" x N v Arg FLOOR CONSTRUCTION (504 FLOOR LOAD; N z INTERIOR WALL CONSTRUCTION LIGHTING I TYPE I_ cc ° ,. WOOD JOISTS W/ NOM. 2x8 EACH ® ®16-❑ FRAMING-LUMBER GRADE SPF STUD/5PF STD a BTR PL EXT DOORS HARRIS #300 EXT. WALL MT. W/18W FLOUR < c> w RIM SPLICE AND BRIDGING W/ NOM. S&L.2x8 PARTITION WALLS W/ NOM.7x4 @ 24" O.T LAMP IN/PHOTOCELL (SEPERATE) CITY OF TIGARD w ° aa. O LUMBER GRADE 42 HF SHEAR WALLS W/ NOM. -- © ❑ 16" O.C. CEILING 48"/2 TUBE/FLUOR./DIFF./RECESSED SUBFLOORING MATERIAL 3/4" TaS DECKINS PLUMBING WALLS W/ NOM.2x4 @ ®74" O.C. (METALUx #2G24OA120V) 34M LAMPS REVIEWED FOR CODE COMPLIANCE 0 0 cc UNDER SHEATHING MOBILE FLEX-K SUBSHEATHING RFSTROOM -- a L NOTES: NOTES: ME,RGY N LITE -- Approved• ` '—J FAN': I LOCATION TYPE CFM OTC: [ 1 ROOF CONSTRUCTION (40# ROOF LOAD) O_H_RESTROOM GROAN 4616 CEILING MT. 110 !hJ�� �/ FRAMING W/ NOM. MFG. BOW TRUSS © 1811 6" ❑ O.C. EXHAUST FAN permit#: LONGITUDINAL BEAMS 2x10 RIMRAIL SMCKE DETECTORS--TYPE -- ow SUBSHEATHING 1/16" 058(NOTE I) NOTES: Add ress: �It.`.1� E", o FINISHED FLOORING ROOFING MAT. (30ga)GALV. METAL ROOFING (U WRING TO BE IN ROMEX(M.G. GABLE ABOVE T-GRID) W N CEILING MATERIAL (2x4 LAY-IN) SUSPENDED T-GRID(WHITE) (2) (2) FROVIDE ROUGH-IN ONLY FOR PHONES Suite to OY NO.' LOCATION TYPE MEG. STYLE COLOR -- (3) SERVICE TO BE UNDERGROUND EAVES-- ENDS 1 RESTROOM 5HT.VINYL GONGOLEUM STD. (NOTE I) SIDES -- (4) PROVIDE HEAT TAPE OUTLET Br Ab17 Date: Ls] } 2 THRU-OUT I/8" TILE ARMSTRONG STD. (NOTE 2) c _ 0 M m GUTTERS & DOWNSPOUTS MINI ® EXTERIOR DOORS (5) .__- HT # F•R A. TINA I. •- A I•N � � m 3 . GABLE VENTS -(2 EA)I2x6 VENTS• EACH END/(4 EA)TOTAL z NOTES:(I) BLOCK EDGES 4'-0" • EACH END,FASTEN 1/16" HEATING AND A/C (EER=8.l/GOP=3.0) I- • 5 055 W/(I5aa.) 1-3/4" N.G.STAPLES TYPE WALL MOUNT HEATPUMP(BARD #WH301-A10) (GREY) o < 0 NOTES:(I) SHT. VINYL COLOR: GONGOLEUM 49211 • 4"0/0 - BUILDING PERIMETER (2) 1/8" TILE COLOR: ARMSTRONG #51836 SHELTER WHITE • 6"0/C -PANEL EDGES RATING-HEATING 3000 BTUH 0 KW 1000 CFM OFFICE COPY EACH COOLING 30,000BTUH 2.5 TON ® .20 CESP � (TILE INSTALLED IN 50%OFFSET PATTERN AND LAID 50 • I2"0/0 - PANEL FIELD THERMOSTAT-TYPE PROGRAMMABLE T-STAY• 48" AFF THE (2)GORNERS MEET• CENTER OF TILE IN ROW (2) CEILING TILE: RANDOM FISSURED a,,-,_ THAT PRECEDES IT) DUCTING, LOCATION SIZE MATERIAL REG. SIZE a 1 va 6 P° •_: C a 24x24 —,°) 1 MOULDINGS INSULATION RETURN _ • UNIT - 30x16 z� 41 NOTES:(I) PROVIDE ECONOMIZER FOR HEATPUMP o m o� WALLS BATTEN TO MATCH VINYL LOCATION R-VALUE THICKNESS MATERIAL (2) SEE SHT #2 FOR ADDITIONAL INFORMATION mono CEILING SUSPENDED T-GRID FLOOR R-22 1.0" UNFAGED - W LJ Wv STD. BASE 4" CONT.RUBBER BASE 1^1/TOE(NOTE CEILING R-30 9.5" FSK-25 FOIL FACED APPL ANCES �NOx RESTRM BASE 6"CONT.RUBBER BASE IN/TOE (NOTE ii EXT. WALLS R-I3 3.5" UNFAGED(I) APPI IANCE TYPE SIZE 0 m a DOORS METAL JAMB WINDOWS PREFINISHED WOOD R/R WALLS R-11 35" UNFAGED WATER HEATER_ARISTON GL 2.5 25 GAL NOTES: ��,l (I) 4" a 6" RUBBER BASE COLOR: FLEXGO#025 LIGHT GRA NOTES: MI (I) WALL VINYL 15 VAPOR BARRIER ' \ h NOTES:_ 1 'A 44'-O' ELEVATION ARROW IS 3'V.T.R. X3/4" FOR MANUFACTURERS 4^ 4 1/2" 4 / 4. USE.NOT INTENDED•1 JI II'-Q I/4' S'-I" 22'-4 3/4' FOR SITE LAYOUT. 5 REF. ' 2.5 11,3I2J/4^ _22'-5 3/4" 1 4'-O' 1,0'-0" 3/4• 1 &AL H5 6.39 H5 4O 39 I H9 4O 39 I \ I 146 a � •_ 3" I I/2- 'TA R-II INSULATION w.G .J . . •PERIMETER OF R/R * E „ W.G. •�' WATER HEATER U'J- /I . 3"MAIN c HOT HIGH ON SHELF S .. 3" HOOKUP i- I LA^ ,,I -R)/ I \.• �1/2' GOLD SHT.VINYL 1 I/2' '•p� I 3/4":"P 4' ,. I/2' LAVY d -"\ 3/4"SERVICE INLET ��i 3 w3/4 GATE VALVE_I . OFFICE r OPEN OFFICE ua N 0 4;v2' ' 2. V2'-ate I v2" TILE 'h ' TILE rypQ 4� n E3 �LAVY I 4' ,-ry WASTE WATER SERVICE WATER a 2' V Z'G/D N.T.S.T$ N.T.S. ❑2 '� NOTES; 36x50 m WASTE MANIFOLD - - NOTE: V GOLD WATER LINES PROVIDE METAL BONDING STRAP H5 46 x 39 HS 46x39 HS 46 x 39 HOT WATER LINES 125 AMP FROM FRAME TO ROOF 0 36'-O" $t21'-0" O ,20••0" °4 10'-0" O w4'-O" MB PANEL px x TOTAL SERVICE FIXTURE UNITS:5 UNITki m m (30 to 45 PSI SO'Developed length) FLOOR PLAN TOTAL.DRAIN FIXTURE UNITS:4 UNITS (Sizing per Table 7-5 of PLUMBING CODE SCALE I/4"=1'-0" MIN.•6 CU. H/T OUTLET ' 16 COPPER GROUND WIRE UNDER FLOOR BONDING WIRE (N.I.C.) (1)I I/2'PVC CONDUIT W/(3) p- • 111' KAI 111 111 25A/240V •I THHN CU.(I).6 THHN GU I SINGLE PHASE/INT.MT. GROUND TO MAIN PANEL ' P 5 ® 1 IIM 6 P 6 M.B.POWER PANEL im ' GROUND RODS 9 f 90 AMP. (N.I(N.I.C.)G Ili 5'FLEX I .N HEATPUMP DISC. w 7 4 30x16 R A GRILL NTS ONE-LINE DIAGRAM �`1* e A ��� a� •WALL 12 GA HANGER WIRE 8 r�' .4/1 J .7 \ /21 Q �/=�/ — — -� — r�/ 20'x5"5/A DUCT §-L11110'1 PROVIDE ECONOMIZER •(TYP.4'-0"O.G) VERTICAL STRUT 1.:. `. , / \IIal ( II'I]'" FIBERGLASS p= MAIN RUNNER I BRACING:VERTICAL STRUT MAY BE 3/4"CONDUIT UP TO iT21 4 AeF = 2 W/P GFI (4'-O'0.0) _ i/ 6 FEET IN LENGTH.CONNECT BOTH ENDS �� � 4 NOTES: BRACING WIRES TO BE ATTACHED AT A MAXIMUM _ OF 45 DEGREES TO THE PLANE OF THE CEILING AND PARALLEL TO COMPONENTS INTERSECTING AT THE 10 5 4 / 4 GROSS TIES BRACE LOCATION.BRACE PORES TO BE TAUT AND PHOTOCELL P P (2'-0"0C.) TIED BOTH ENDS WITH A MINIMUM THREE TIGHT WRAPS. v I) 11 V W/ SUSP. T-GRID SEISMIC BRACING SEISMIC BRACING EVERY 144 SQUARE FEET f . •. ' {z} U 5 1 U 5 1� NTS TI0 DEP SIGN 10 DEP SIGN CD MIRROR ELECTRICAL 4 HVAG PLAN SCALE /4'=I'-O' 3q * LEGEND & NOTES * U 2 12' : O iii 36"—T i- _ `�j I/' 2'x4'-2 TUBE/REGESSED/DIFF./FLUOR. 1,—36.,E �` (METALUX•26240A120V)34W LAMPS T AMAX, m 3 - ` �` ` 11 Tf 6 ;IC �I r N (HARRIS 1300)INGAD-EXT.LITE W/ 81 ;� : d 11 rym I.(15W)FLUOR.LAMP I PHOTOCELL(SEPARATE) --� IS" CEILING MT.EXHAUST FAN(110 GEM) I-I" (GROAN 11616 CEILING MT) 60"MIN, S. STD.SINGLE POLE SWITCH•45"AFF(WHITE) HANDICAPPED RESTRM. ACCESS DIMENSIONS SCALE I/4'=HA, r (•LOCKOUT ON BREAKER•W U as THREE NAY SWITCH s 45'AFF(WHITE) VOLTAGE 120/240 ISP it,/ PHASE I WIRE ° 125 AMP MAIN BREAKER POWER PANEL LaAT'� NTERIOR GPI WA.GPI DUPLEX REGEPT. Bly AMPS 125 AMP MB. MOUNTING RECESSED .11. DUPLEX RECEPT •IS"APE UNLESS • WATTS WIRE BREAKER GIRGT BU55 CIRCT BREAKER WIRE WATTS I tlU NOTED OTHERWISE(WHITE) DESCRIPTION A B SIZE AMP POLE N0 CONNECTION Np, POLE AMP SZE A B OF DESCRIPTION IEATR)MP I 6454 4-4-5 50 2 I - 2 I 20 12-2 616 5 LIGHTS/FAN M SIGN:W/P J-BOX INCOMPLETE WIRING 0 15'AFF HEATR,IMP 5454 4-4-5 50 2 3 4 I 20 12-2 120 4 REGEPTS • WALL M7.T-STAT(45'AFF)WHITE ROGERS PEP SIGN 2 1200 12-2 20 I 5 6 I 20 12-2 540 3 REGEPTS PROGRAMABLE/1 DAY W/AUTO SETBACK • w/. I 1500 12-2 20 1 l S I 20 12-2 540 3 REGEPTS OT 5•DEGREE DEAD BAND CONTROL • MICROPROSSER CONTROL W/BATTERY BACKUP HEAT TAPE I 500 12-2 20 I 9 10 20 12-2 36 2 Ex,"LIGHTING II 12 • 13 14 II24"x 24.4-WAY ADJUSTABLE SUPPLY AIR IS I6 II� �II DIFFUSER W/5"FLEX 11 15 II - 20 PHONE ROUGH-IN ONLY 450 BOX IN/ICY TOTALS 0,104 1554 1352 1.260 TOTALS Ml1DR ING W/WHITE BLANK COVER TO MATCH WALL PLATES W/I/2"CONDUIT STUB TO 9436 ABOVE CEILING a BELOW FLOOR WATTS: BUS A BUS B• 9,244 (L.0 L.X 25%=119) 125A 240V SINGLE PHASE MAIN BREAKER TOTAL • 15550 WATTS •(FANS I MOTORS=506) 19305 WATTS- 240 VOLTS= 51 AMPS POWER PANEL W/WHITE COVER I ) I • *a wawa°mar.re ro•coo[roar.IN IN VAL« DESIGN & LAYOUT ARE AS REO.D BY DEALER & CLIENT WITH ENGINEERING CHANGES AS -.TESUr (MNrtnSTATE p PROJECT: 12' x 44' OFFICE (HCRR) SHEET: mo'TEa ants r0•Ma1111fM1r K wool.•Feyw nrs eulsn nrf ra us[ REG.!) TO COMPLY WITH APPLICABLE CODES and PRACTICAL CONSTRUCTION METHODS JOB #MODEL B 405 E. BOEING LANE OKTlE OPE TIC STATE ALSO WALE 1.1•S WES OS ILE Sun A MOAM•16 NfTO•a1 LOPED ONALNI6S TO ROME Ens Or TON CgfU.TC All COSIa1a NOTE: SPECIFICATIONS. DESIGN AND DESIGN SUITABILITY ARE THE DEALER / CLIENT CUSTOMER: DEALER STOCK - DESIGN MASTER BOISE. IDAHO 83716 sesrcTn.,•e11 TO CONSTMKT10r Of,•ataS. RESPONSIBILITY AND ARE INTENDED FOR THEIR EXCLUSIVE USE DATE: MAY 1, 2007 PH. (208) 344-3527 NW BS REVISION REV. BY THIS DRAWING SHALL NOT BE COPIED. REVISED OR ALTERED WITHOUT WRITTEN DEALER: PACIFIC MOBILE LEASING - RUSS MCMILLEN a� 9n9 BS FAX. (208) 345-0420 2 AUTHORIZATION FROM N.W.B.S- DRAWN BY: SLW APP. BY: KD I DLR. LOCATION: OREGON CITY, OR. - (877) 267-3436 , • • / ELEVATION ARROW IS FOR MANUFACTURERS (30[p)GALV.ROOFING FOR E ONLY CUSTOMER USE 9716 osB FASTENER SGHEDULE rimMFG.BOW TRUSS R-30 FSK-25 FOIL .O.G. FADED INSULATION (I)CHASSIS TO FLOOR:(tea 5/16'x8"LAG SCREWS• EACH OUTRIGGER(48'0/C PERIMETER OF BUILDING PROVIDE 5/16"x3'LAG SCREWS W/GLIPS STAGGERED MFG.BOON TRUSS lb"O.0 R E i 2x10 RAIL •EACH MAIN I-BEAM•4'-0'O/C. t ..... 11-441,411 - 2x4 DBL PLATE 2)DBL.FLOOR JOISTS AT ENDS FASTEN W/ `\ S 71111 *���- l/16"SHEATHING DIAPHRAGM W/Bl-OGKED EDGES FOR 1.1 .if ••I 111 '''41111111 2.4 BLOCKING (3)1d(2 /4"I•24'O.G.BOTH SIDES W/ADHESIVE �� �i •CEILING LEVEL 4'-0"ON EA.END FASTEN W/(15ga)13/4'N.G.STAPLES _AV**AV IMVIRIPMP�il 3)FLOOR RAIL TO FLOOR,JOIST:FASTEN W/(5)12d •4"O.G.a BLDG PERIMETER-•6"O.G.• /� 4)DECKING TO JOIST-PERIMETER: FASTEN BLDG.PERIMETER PANEL EDGES 1 12'IN THE FIELD ,' \ 4 PANEL EDGES W/(9d)TW15T NAILS•b'°C./FASTEN ,f�j/ . PANEL FIELD WA"Ibgo)2"N.G.STAPLES•b'O.G. 5/A DUCT(RSS 5)E DEWALL TO FLOOR:FASTEN W(I2c) •8'D.G. 'I` I ,� . E5/A DL'GT(R43) 2.4 STUDS•lb'O.G. b)ENDWALL TO FLOOR:FASTEN W/(12d)•b'O.G. x l)4(58a)1 TO 51OPWPLA FASTEN AP W/• A O.G. / .4 l5ea)12d a TOP PLATE OVERLAP W/STRAP I/2"VINYL GYPSUM 8)ROOF TO 51DEY4ALL: TOENAIL RIMRAIL W/(12d)•4"O.G.9)SIDEWALL PLATE TO STUDS:FASTEN W/(2ea)12d NAILS //1I" I- I Z 9/16"LP SMART 36"OPENING II� I I N 10 J PANEL SIDING USE(2)2.4(SPF) W _ W W/I/2'FILLER 4 1,,_, = Q Z o 0 46"OPENING �� 3/4"T4G DECKING 0r !-1 T C R-13 UNPAGED USE(2)2x6(5PF) �1�' 1 CO Q f I INSULATION I\ W/I/2"PLYWD.FILLER 1 \ 4/ / DECKING 2 II 11 o mo IT , _ i Q R-22 UNPAGED INSULATION \II I 7 DECKING 2x4 SGL PLATE � i2X4 STUDS a 16'OG. SL RAIL 1 \,1�1i1 2 x 8 4 lb"OG.(42 NF) lililililili111111111; MOBILE FLEX-K�— WINDOW HEADER DETAIL_ POOR HEADER DETAIL NTS NTS 10"I-BEAM tlI "..1111111111:. E USE ISIDE2OP SPLICE SGL 2X8 RAIL O O s-22 I/4" k QQ I/2" 22 I/4"--s O , I1'-10" 4 QY 2X4 BOTTOM PLATE , g' 3 \0 O FASTEN 4 SIDEWALLS:BLOCK ALL EDGES BU I L D I N 6 SECTION FASTEN SIDING IN/03d)0 4"4 b"0/C SCALE 1/2"=I'-O" O O NOTES:ENDWALLS ONLY: INSTALL(2eo)51MPSON 1L TOP PLATE CHORD SPLICE MSTA18•CORRS OF ENDWALLS CONNECTION DETAIL NTS NOTES: CAULKING 4 WINDOW (I)1,44 PRIME TRIM AT CORNERS,WINDOWS. HEADER Ixb PRIME TRIM HORIZONTAL AT BOTTOM. 1x8 PRIME TRIM HORIZONTAL AT TOP. (2)CORNERS-PRIME TRIM AT CORNERS WILL BE CONTINOUS TRIM BOARD � I FROM ROOFLINE TO BOTTOM OF JOISTS AND PRESENT NO WINDOW FLANGE HORIZONTAL BREAKS TO WEATHER INTRUSION.ALL CORNERS -- WHERE SIDING MEETS SHALL BE COVERED WITH 3014 ROOFING MATERIAL AND 2x2 FLASHING PRIOR TO INSTALLING PRIME TRIM.PRIME TRIM ON CORNERS OF BUILDING SHALL HAVE WINDOW MOUNTING DETAIL VERTICAL JOINTS ON THE LONG SIDE OF THE UNIT. NT5 (3)HORIZONTAL PRIME TRIM ALONG BOTTOM SEPERATED FROM SIDING WITH FLASHING THAT EXTENDS BEHIND SIDING AT LEAST ONE INCH. (30 ga)GALV.ROOFING 8"HB TOP TRIM 12x6 GABLE END VENTS (TYP 2•EACH END) 111111 1l, 111111 ' 11111 I ... �/ �/ . \ \ , �/ /I I 111111 11111 • 9/16'LP.SMART PANEL SIDING 4'HB TRIM 9/16'LP.SMART PANEL SIDING •CORNERS 4 WINDOWS b"HB TRIM FLUSH W/Z-METAL WEST ELEVATION SOUTH ELEVATION SCALE I/4":I'-0" SCALE I/4"..r-O" women smolt.M.W.carto ror coot co POMm.s.n.c sr.rC�x..:CM DESIGN & LAYOUT ARE AS REO'D BY DEALER &CLIEN7 W11H ENuINEERING 1FIANC:E> PRDJECT: )2 x 44' — OFFICE (HCRR) SHEET: Amino ca¢A T w xo-Vo ro,.w sr•rts zu nxw P,`,sr rz JJ DOW CaES C S (R O M or•opuw U.O ruxs. M/*OM wo us[ REO D TO COMPLY WITH APPLICABLE CODES and PRACTICAL CONSTRUCTION METHODS I #MODEL B , 405 E. BOEING LANE DOW.x r rK sr rz rasp RC *S rws«nos ax ON SUM wvlro.•i WO cosr_c %MED MAWS ro wgYOE IxsO•wa a CODE Canwxcc/MO[Mfg.q NOTE: SPECIFICATIONS. DESIGN AND DESIGN SUITABIUTY ARE THE DEALER / CLIENT. i CUSTOMER: DEALER STOCK — DESIGN MASTER BOISE. IDAHO 83716 C) SAW.itl•MOO ro Cos*wcrxM a MUMS RESPONSIBILITY AND ARE INTENDED FOR THEIR EXCLUSIVE USE MAY 1, 2007 PH. (208) 344-3527 DATE REVISION REV. BY THIS DRAWING SHALL NOT BE COPIED, REVISED OR ALTERED WITHOUT WROTE DEALER: PACIFIC MOBILE LEASING — RUSS MCMILLENSS FAX: (208) 345-0420 AUTHORIZATION FROM N.W.B.S. I_KAWN BY: SLW APP. Bi: KD IIDLR. LOCATION: OREGON CITY, OR. — (877) 267-3436 ), • . STRUCTURAL NOTES: s W Q w 1- 1 . DESIGN INFORMATION $ LOADING: - - LATERAL BRACING SYSTEM 1 . I . BUILDING CODE IBC, 2012 EDITION v1 Or SEE SHEET D3S 1 .2. ROOF LIVE LOAD 30/40 PSF, SNOW 7 r c:o ENGTH OF UNIT I I .3. FLOOR LIVE LOAD 50 PSF OR 2,000# CONC. m F l"•- I .4. WIND CRITERION 115 MPH, EXP B/C, Kzt= I .0 — �' I .5. SEISMIC CRITERION 5D5= 1 .0. le= I .0, CLASS D. CATEGORY D § = 3 0 I WI - I.' 1.1 -- ■1 — ��� •1 2. ASSUMED 501E BEARING 1 ,500 PSF (VERIFY W/LOCAL BUILDING OFFICIAL) Z m t�il` 1'-6" ■ 3. WALL PLATE HEIGHT 9'-O" w w m s (TYP.) .4..4 0 4. ROOF SLOPE 2: 12 OR FLATTER o 7 cc el •► •• '�' _j 5. CONCRETE: ;; m ig SEE DETAIL B1/D2S, :. 5. I . DESIGN COMP.STRENGTH 2,500 PSI 0 TYP. EA. END 5.2. REINF. YIELD GO K51 ■i i,— _ ■� i■I -I- 1•i G. MASONRY: 1 '': -��� I.I I.' — r11 6. I . 8x 1 6x8 UNITS ASTM C-90, GRADE N G.2. SET UNITS W/CORES VERTICAL 4 NO MORE THAN 3 HIGH. PER PLAN, WITHOUT SOLID GROUTING PADS & PIERS, NO. REQUIRED PER TABLE A rn CORES. SOLID GROUTED CORES OVER OVER 5 HIGH REQUIRES SPECIFIC ENGINEERING. I■ C/) - SEE DETAIL Al & A2/D1S SPACED EQUALLY I 7. SPECIALTY ITEMS: AUGER 4 DRIVEN ANCHORS "MINUTE MAN ANCHORS, INC." (800) 438-7277, OR • OD EQUIVALENT. BRACING SYSTEMS: "TIE-DOWN ENGINEERING", "MINUTEMAN", OR"OLIVER TECHNOLOGIES" = SOIL ANCHORS PER SCHEDULE MODULAR BUILDING LATERAL AND LONGITUDINAL BRACING SYSTEMS. SHOULD AN ALTERNATE =CS La EE DETAIL B2/D1S SPACED EQUALLY MANUFACTURER BE USED FOR ANY ANCHOR OR ASSEMBLY, MANUFACTURER DOCUMENTATION OF TYPICAL BOTH SIDES ANCHOR ALLOWABLE LOADS SHALL BE SUBMITTED AND ANCHOR SPACING MODIFIED PER ALLOWABLE O "= LOADS FOR THE ANCHOR USED. CO 7. I . METAL PIERS TO BE CAPABLE OF SUPPORTING 6,000# i 7.2. HOLD-DOWNS SET IN SOIL AND LOOSE GRAVEL SHALL BE DRIVEN ANCHOR W/STABILIZER PLATE OR 0 FOUNDATION PLAN HEAD W/ A MIN. DESIGN WORKING LOAD OF 2962#; OR AUGAR-TYPE SET VERTICAL W/STABILIZER = 12'-0" WIDE MOBILE OFFICE UNIT PLATE OR HEAD W/ A MIN. DESIGN WORKING LOAD OF 2962#; OR BRACING SYSTEMS PER 1:3 SCALE: 1/8" = l'-0" MANUFACTURER. NUMBER OF ANCHORS AS INDICATED ON TABLE A. () 0 7.3. TIE-DOWNS TO STABLE CONCRETE SHALL BE EITHER A MMA-2 I ANCHOR FOR PRE-POURED CONCRETE OR A MMA-18 ANCHOR SET PRIOR TO INSTALLING POURED IN PLACE CONCRETE. • ■ NUMBER OF ANCHORS TO BE DOUBLE SHOWN ON TABLE. ‘10 •• TABLE A 7.A. TIE-DOWNS SET IN AN ASPHALT ROADWAY OR PARKING AREA SHALL BE MMA-35 ANCHORS W/ • ■ m MOBILE MODULE RAIL PIER/PAD & LATERAL RESISTING ASSEMBLY SPACING STABILIZER PLATE 4. A MIN. LOAD OF 2962#. USE SAME NUMBER OF ANCHORS AS SHOWN FOR AUGER ANCHORS. - -INSTALL PIER/PADS UNDER EACH CHASSIS SUPPORT RAIL, SPACED EQUALLY 7.5. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING. CONNECT ANCHOR CO C BETWEEN END PIERS. SEE DETAILS SHEET D1S TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED. -INSTALL LATERAL RESISTING ASSEMBLIES ON EACH OF FOUR WALLS, SPACED 7.6. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S RECOMMENDATIONS. SEE EQUALLY BETWEEN END ASSEMBLIES. SEE DETAILS SHEET D1S & D2S MANUFACTURER'S INSTALLATION INSTRUCTION MANUAL ON THE WEBSITE. ill 5. VENTING: LENGTH OF UNIT PADS & #AUGER/DRIVEN ANCHORS-BRACES 5. 1 . PROVIDE UNDER FLOOR VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT I NET SF OF # VENTILATION PER 150 SF OF FLOOR AREA. lLJ 3 EACH SUPPORT RAIL 115 MPH WIND, EXPOSURE 8.2. IF A SUITABLE VAPOR RETARDER IS INSTALLED THE RATIO MAY BE INCREASED TO X500, IF C3 Z H N ROOF LOAD EA.SIDE EA.END ACCEPTABLE TO THE LOCAL BUILDING OFFICIAL. LL 0 30 PSF 40PSF B C B C 9. ACCESS: tL. F-- Z 9. I . PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE CODE. 0 < W 25-0" 8 8 3-2 4-2 1-1 2-1 9.2. PROVIDE 18" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED WOOD MEMBER. W ~ W 32'-0" 10 10 4-2 5-2 1-1 2-1 9.3. PROVIDE 12" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ALL BUILDING MEMBERS. J Z O 2 Z � 40'-0" t2 1j 5-2 6-3 1-1 2-1 IO. SITE CONDITIONS: LL C 44'-0" 13 14 5-2 6-3 1-1 2-1 > 10. I . FOUNDATION SUBGRADE TO BE UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL, COMPACTED TO 0 0 Z a 95% OF THE STANDARD PROCTOR DENSITY PER ASTM D-698. Q 48'—U• 14 1-5 5-3 7-3 1-1 Z=1 O 10.2. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN. GRADE OF 5% FOR THE O LLJ 0 1— 56'-0" 17 18 6-3 8-3 1-1 2-1 FIRST I 0-FEET 2% THEREAFTER TO A SUITABLE DISCHARGE. e/ E z N 60'-0" 18 19 7-3 8-4 1-1 2-1 I0.3. ALL WORK SHALL CONFORM TO LOCAL, STATE, AND FEDERAL C•r, -UCTION, ENVIRONMENTAL Q g a 66'-0" 20 21 7-3 9-4 1-1 2-1 AND SAFETY STANDARDS. d 0 ccD`pNAL ��I NNW+,y�G,C �REO PROFESS z Q I s �J" A. �C,YSTE4 Q4o ,l S ,c-D\ LNG I N((, %� N 6 4 _ � Q �� 12327 PE r '' L . 399 r..�..>r ("# '.s /' •/Z / OREGON REVISION DATE Nq �0 30° o 19378 G*.0/4-f s �^., 10/12/2013 pct' �� OF ,QP Cyr '�Se'/RAI� G� 0 F FAT 2 3, `�' C� qN w BR`C.' ��NAI-� �ti w. gR`�' Fl 2 RENEWS:09/30/2014 RENEWS:09/27/2015 EXPIRES DECEMBER 31, 2015 SHEET 1 OF 3 \M08-FDN-SW-F12 P o I 9 W . I METAL STRAP OR a. vi- G z;_,',:,' ABLE WITH TURN—BUCKLE vii TO APPROVED ANCHOR MODULE ►_• W ( 1)ODULE SUPPORT BEAM / I; (_p 2x SHIM _ —CAP WITH NO MORE THAN §2) 2"X8"x16" PT PLATES GALVANIZED X� oR (1)-4"xs"x16" CMU SEL STRAP MODULE SUPPORT BEAM Z< , x (!) p O.C., TOENAIL T & B z I- 2 Q � ff /4410;1.� ANCHOR SOIL -%.5' �` pp LLAPAANCCLHHA��MRRP PER SKIRTING 0 5 a � I I MAtUFACTURER CO Z MATERIAL :"XS"X16" CMU y/ /, /',' /, // / c,7 2x4 TREA D ' 2 x 8 PT., CONT. 4"X16"X16" CONC .OR ��\\�\\ \\�\\\�\\\/ PLATE �.1 se q 16"x16" ABS OR / \��\/�� ►.'I 40%Si ��\,lj\/\ \ 2x12 — 24" LONG PT. WOOD \�!���� \�!� iX// /\ `3 " x 10" REBAi3 ANCHOR AT 8 is ANCHOR PER NOTES,SHEET 1 32 RIVO.INTO MAX,,8 GROUND ci.: ■ — in L6 A1 CMU PIER Bi SOIL ANCHOR-ENDWALL Cl SKIRTING DETAIL-NONBEARING o CO , 2L ..� METAL STRAP PER SOIL ANCHOR MANUFACTURER WITH TURN BUCKLE TO II 8d © 12" O.C. = APPROVED ANCHOR MODULE O � I (TYP. 3 LOCATIONS) U / 1-i BOTTOM TRIM • — ODULE SUPPORT BEAM '. ■ ` 1 ♦i O6 Oki PREFABRICATED MODULE BEAM - X . . � a) I I H I I z Q 2x4 c� 2 -0 O.C. METAL PIER STRAP CLAMP PER 0 ANCHOR MANUF. - SKIT�NG I 16"x16" MIN. FTC. PAD, I I. •' PER SOIL ar�UI usiwAP I I Z 2x4 TREATED MA IAL, P.T. CO 0 / \ ONC, ABS, OR 2X12 — \`.\`. `.\�. u , .,/.,/.,/.,/1,y. cn PRESSURE TREATED 24" LONG PT. WOOD \/\��//�// // // !/ � \ \\\\\\\\\\\\\ PLATE CEDAR OR REDW00O \ \ \ \ \ \ // // // // // // / • _ II MIN. 1x6.\' `i�/ //%\�% ��\\ice/�\\� /\ / A�HOR AT" REBAR / ANCHOR PER NOTES,SHEET 1 12 LENGTH DRIVEN W z INTO THE GROUND 0 Q PAD & PIER ANCHOR-SIDEWALL SKIRTING DETAIL-STRUCTURAL O z A 2 B2SO1L z N.T.S. N.T.S. N.T.S. El (� 0 O 0 � Q n/ W Z , N • 1-L 17 CI• Q W O O o D i Q D— IL W 1QNAL W �R/C REO PROFF Z Q — N SS `V °,,°� �E Ss Q Q m oc;'4�,G�STEI -t '+ GINE /y 0:q \ 7 12327 PE o 39C — EE#-° ro /o/2./5 - ��.°o �' ! _- REVISION DATE �� � • e• , 19378 e/ q s, OREGON ^-, 10/12/2013 D 9?' ,..z-, • , RALetG" O �A °)'b cn9N E OF `R��V �S`S�ONAL ` ��ti r 2 3. R\�� D1 S W. B W. 8 RENEWS:09/30/2014 RENEWS.09/27/2015 EXPIRES: DECEMBER 31. 2015 SHEET 2 OF 3 \Y08-FDN-SW-01 1 I v 9 1 W R. w � kw i - N O I-J Bolt I-beam $ vt l= ^ kt Connector l�7 I , � Z o m 0 F 3 0 ig H-Transverse a arm IN1111111111111111 IIIUIII' z m k Tcp bottom 1(1.5�) '- Assem" v ew-I-Beam Clam.Pall 1100-10-P w Z ., g i 0 7 0 4.10,AIM - N m F5 C=GROUND PAN 11111110- t�k /4)#12.TechScrews D TRANSVERSE GROUND PAN/ ,' CONNECTOR U BRACKET ,14 F-Long.brace I-beam (connects with grade 2-112"x 2 1/2" /I \ �� connectors carriai bolt&nut) E=LONG.BRACE TUBE ASSEMBLY W/1.5 :OTiOMTUBE • .c \ =LONG.BRACE I-BEAM CONNECTORS ' ■ �E Long.Brace T "= ASSEMBLY Model#1100-10-P D-Grsund Pan (1') (connects with grade 2 112"x 4" _trap verse..nnecto 4 carriage bolt&nut) H=TELESCOPING TRANSVERSE O m ARM ASSEMBLY i, I=TRANSVERSE ARM I-BEAM C� CONNECTOR(connects with grade 2- = 1/2"x 21/2"carriage bolt and nut) 'O C-Ground-Pan J=V PAN U BRACKET(connects with / O grade 2-1/2"x 4"carriage bolt and nut) �/ D "TD E" X i 2 B R A C;N C K=Tech Screw- SAE-J78,1/4"#14X3/4" • N.T.S. \ Mom c'e5 pr � / •� a H-Transverse a arm •:.:❖:❖:..•.:—Top(1.25"bottom(1.5) Ca Cl. �+ I Assembly view-I-Beam Clamp Pal 1100-10-P Screws , F-"V"brace I-beam ' W Z J 0 Iconnectors U O Q H L w"V"Brace Tube 0 < o_I z Z Cement Block 0 or Clarity DConcrete U bracke � C=CONCRETE FOOTER/RUNNER \ ll_ Z o transverse connecta D=CONCRETE U BRACKET TRANSVERSE CONNECTOR \ DL la (connects with grade 2-1/2"x 2 1/2"carriage bolt&nut) ( 111 0 D V 0 E E="V"BRACE TUBE k .° :�•Bracket F="V"BRACE I-BEAM CONNECTOR ASSEMBLY Q (connects with grade 2 112"x 4"carriage bolt&nut) `pN AL W BR/ CEO PROF£ p - H=TRANSVERSE ARM ASSEMBLY S N ! °°°°°°°°°°°° ' t� ss Q Q m C-Concrete footed wS SST E Cf Q°°°°°oF w S 5 G I N S G Runner I =TRANSVERSE ARM I-BEAM CONNECTOR c� F,G R�, p� v c. `•° , c`N f P oy t— O o ci 61 (connects with grade 2-1/2"x 21/2"carriage bolt&nut) 4 TA yP ° �"'� 12327 PE X (connects "OLIVER" #1100 V J=CONCRETE"V"Ur BRACKET •j�' o' ► /D .PE ° I D (connects with grade 2 112"x 4"carriage bolt&nut) 3997 Vr ° J / RE VISION DATE N.T.S. 0-1 V, ,r �' •y OREGON 10/12/2013 K=Tech Screw SAE J78,1/4"#14X314" 9 Pao .° 19378 O�"c°° AI s �.-' 0�9T� 0F �R`C.) ass NA°° O �K`\ T23. 'c) .-c--) D2S N W. B _ -14/ W. B SHEET 3 OF 3 RENEWS:09/30/2014 RENEWS:09/27/2015 EXPIRES DECEMBER 31, 2015 \MOB-FDn-SW-D2