Loading...
Plans `-rti s �o 11-.( , L1 M ( TeS k) (4.-C._ C_ rpk)sk Ek Ca=t =ic (.) I L f k- ' rNsE_ .n t\1 - trtti - .4 036- c T -{a P 'P - U Pt /g31 i = XC F�c Icy <_) ( L c ?0-, ■ [ 12'-0' 11' -2' 23'-2' 1 ' !3'-2' j. J, 13'2' 10 -D' 1 1 1 C❑NF. OFFICE W❑RKRM 144 SF 7 ,, EDUCATI ❑N N EDUCATION 748 SF 685 SF r a.. EDUCATION 541 SF OFFICE 1370 SF . r, D D . EDUCATION MEN C 685 SF n NOTES EDUCATI ❑N DOORS TO REMAIN UNLOCKED OFFICES =; N 6 8 5 S F N DURING BUSINESS HOURS `� 622 SF N PUSH OPEN DOORS TYP. - Nl7 (LATCH W OMEN a PROVIDE SMOKE DETECTOR IN EACH RM. - TYP. OFFICE it C C C C CITY OF TIGARD 1- GtL =`ate ��fl �� �6V- Approved ICON SLiP. [ t..r LZ- VET /16N > M-Ctlilkei Conditionally Approved [ ] See Letter to: Follow [ ] / FLOOR PLAN °t--41°tki l- f'f t N tD__ Attached zo «- 1 ) p� Permit Number: `� . NTS CO ITrtOur ,I C( Ai_ Z.FIE Addr- •. ZO � �1.. By: 4 . Date: q Approved plans shall be on job site. OFFICE COPY - R E _e:, C --per tk/t , J* - U N9 ( l Lv I c-c__ e k)SkDE 14a P ) --1= USE N-/Q1 7I tE YCE ( S (Q c)c "' 1 l /4/i3 12' -0' 1, 11' -2' 1, 1 23' -2' 1 ' 23'-2' J 1 , 13'-2' 1, 10 '-0' C ❑NF. OFFICE o W❑RKRM, 144 SF \ T -) EDUCATION EDUCATI ❑N 748 SF 685 SF • EDUCATION 541 SF OFFICE 1370 SF D D EDUCATI ❑N _< MEN 685 SF n NOTES EDUCATI ❑N DOORS TO REMAIN UNLOCKED OFFICE N 685 S F ti DURING BUSINESS HOURS � PUSH OPEN DOORS TYP. ' IM , - ND LATCH WOMEN PROVIDE SMOKE DETECTOR 622 SF IN EACH RM. - TYP. C OFFICE C C , QFLOO PLAN R NTS REcavE [PIT, 31 2012 CITYOFTIGARD mameeTNRE•,MU5R3 „u,NNR BUILDINGDIVISION 1 • FOOTPATH LIJ e V: .1 h -_ 00 Z J • N YONWENi BOX 0.0 } � DADBo N Q >A 7' STa1N a t YN .� y hia (/j Q ■ f . Z y' • • }ri, m ()' did I4>•T UNABLE iD Kar Y O • _ '. . uR x �+++ d ncT LOCK.; w ,_ iu�M eor n) v 4 U g ._ - r���� ., v_ _ _ TREE TABLE l Vp • °� - . �� . R �}�ur _ T E 1 N,w�w. ;,, ,° �S = SW PF STR PU•.y� g �(. ` 3 O. e (s h A oN.c va 6 ` •' � LL 3 N Iona I `4 _ - u es xs ° _ .. _ � _ e Hn XORN[ v72502 xv72502 OSD� a g e i S ._ __ _ », - -s:r_ - -: i _ """ IF XnwrXORN�r Me 606 • l ira /r W m N _4 2 . _ �� x 113 DE Da a 0 W A3 S R h L � 7 � i e Z / " _ a1 Mil T NAN -y W� fl O fl fl f 0 . JW O O - R fl (� 606 e r, , �, POINT O BEGINNING D s ocaou OUS Nu13 VIIN sauc LPRDRt r : 1 - Q - - f ' - O_ -0 ' ♦ DuND r Mm PIPE KARS r LJIERRr rr s+3 114:: p an _ • fl p O p f s uncsD E 1.111 o p 1 p 'I ' HFI.D fOR EAST MM[ F WNp BRASS SCREW W/ WASHER f p f fl fl • i i ROW OF S Q ! \ rMFED We is ASSOC.' ° s(e Nrox n°° wltN we N N ED Sc OEKLORMLNI" (H) i fl fl O p fl + IOC' , • LEGAL DESCRIPTION ■ . 1111.11111 ' S 13] fl fl a 4 E 515' Ara FAST 0.33' GRAPHIC SCALE N mvwlr u, f i (R n i p O O fl PER ED6fi 'ONE' RDEUIY NA15N. IDLE CawMY m OREGON 'PRFLMHARY TITLE N R N m w a EBLBFRT DUMPS fl fl fl fl REPORT ORDER N0. 30110020373- MPOROI. DATED NAY 1A 2011: / \ fl M CpLe s L Lys ft fl ^ - - _ -- f p .' fl (‘5'" P .) o p Q p D.L.C. NO. OS, AND THE SWTN ONE- OUARIFR O GARD, COUNTY OF r V p � � // OF SECTION 36, TOrMSHIP 1 SOUTH, RANGE 1 HEST. NILLAMETIE MERIDIAN, IN THE CITY OF TI m I lneh ) n o1 fl fl O fl PFAFFLE PLAZA WASHINGTON, STATE OF OREGON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: fl CONDOMINIUM BEGINNING AT THE NORTHEAST CORNER OF THAT PARCEL OF LAND CONVEYED TO STEPHEN BARASLN BY DEED %),,,,_ f I 0 . \ (�N) RECORDED AS DOCUMENT NUMBER 54- 092896. WASHINGTON COUNTY DEED RECORDS, ALSO BEING ON THE SOUTH RIGHT -OF -WAY UNE OF S.W. KAFFLE STREET (COUNTY ROAD NO, 975, BEING 50 FEET NIDE); THENCE ALONG THE EASTERLY LINE OF BARBARA PARCEL SOUTH HE NORTHERLY HEAST RIGA. -OF -WAY LINE EAST, 684.87 FEET TO A 1 IRON PIPE AT AID BARBARA PARCEL ON THE ORT T PACIFIC 5 I 0 THE SOUTHEAST CORNER OF S N A M E C MON IO TIM MC HIGHWAY 99 WEST (BEING 70.00 FEET NORTHERLY OF THE HIGHWAY CENTERLINE): THENCE ALONG SAID W wAwm GK PM RIGHT -OF -WAY UNE, 181.18 FEET ON THE ARC OF A NON- TANGENT 11,389.2 FOOT RAOUS CURVE TO THE 1.1 EOCE o< LEGEND J.-5N 763716 E 11x' RIGHT THROUGH A CENTRAL ANGLE IG T-OF- A (THE CHORD BEARS SOUTH 61'16'16' WENT NORTHERLY FEET) TO A 1' IRON BAR ON ARID SOUTH 671 RIGHT-OF-WAY 1 9. LINE; THENCE CONTINUING ALONG ARID NORTHERLY I T M WS - RIGHT-OF-WAY T UNE. S, 169.50 FEET 6717'53' NEST, 199.09 FEET TO A PUNT OF INTERSECTION WITH ME EASTERLY TORY T � t A TRACT OF LAD LOCAD IN THE GEORGE RICHAROSON O. TORN 06T m TORM E ANDREWS MANAGEMENT, LTD. q g 7. ce ❑ !TORN ae, RAM M. MR[ ANCHOR - T - OSWH[M LN[ ELECTRe NETER - EAT - uWERCUNO NpE W[ PaW1e ANCnm BoR - wTAM UM WA FR SK Or CANE N RISER SER �/ J - FerE HYANT _% OAS VALVE NETS WS LINE SCE ✓ U, • mlRrw Y 5 41/4 $ANTMY SFYEe uMHaO D UMT PCLE �� 4t °006 h '� See Letter t0: FO S C l a m = N cm ID • D.O.T. Sm (TYPO.) ' � . - ; 1 �1- •: • -� ttached - m N �j a, _ C:'. - fl"� �.. , SOWER E 9 A C l C 5 "" wNrun SD. uEANDUr moot "ORAL Soar. //'' g ATDNNMER =P C -ss- SWEAR sE1K11 ERNE © KCIOWS raE "CAL) 1 * " S� O S B Permit Number: o C as O W ! 3' OW - CRP COMEGArzO RAMC N I m AS Norzo 1 I 1 • 1.N ,,R 5 LEADS TO GROCERY (n - r S sioNWENT S NOTED 5 S I R;eI t ` Add -L Q 1 oN C ORREW rzO MET. INK S P ER SM KY a 3 0.061 ■ R tt /e' Cm Dmmarz PIPE (X) HELD NDNWmT.DS,aN ;; RIDS. IIM 17.E •1A/ `. „� 1 1 T'w.E NfL15 • A5505.- B Date: , s c I. (T) RECORD RATA PER O0AR1 ' ANDREWS MANAGEMENT, LTD. 11 'C•T.1 ( T- Rr, , a � [ \�\ N By: b Room NATIONAL TITLE =PA. Or DEG. Q r l � 1 1 H '� w ` BOUNDARY OF SUBJECT PROPERTY V Q) 'mummy TIL warn moat N OWNERS d 00x33)YITPOR01, onTR WV 106 x011 OOCUYDR ;1 0 .4 _ 15 „,., •{ 1 �N OKRSEAO POFP SDINC[ M mommom m M PAORERSY. AS OLMSTED. IS PER WASwOTm come NAKY Na 30,OM d S OECD DATA PER BC. 4h. !AGE 455 A°OR 0 • N OM NOITS AT PROPERTY CCM1015 ASK room PER SAO SMKV, 0 M eASS °F KASHq •2 • g q LL;;�y, y����. ro Ens sT Ana ,�O �, : I ES x � •,lYL. � � NOE ! ARE PER M CAST DIE m MD DOaIMCNT N0. 3004 -OM]x6 S Cn D 7 EX DWI. LISTED IN MI RERa1T *1 MAA HEIGHT 214' R : 1 ' CAIN PETROLEUM P . V) � 5r 1x3 RE MERE A PRCFESS '''''''21K4 N t° m >R MIN°` U t wo. AREA Ar a5uw OWNER 2 OO WC011 RA56NOION COUNTY o® Mg= 3 � 1 LiJ - 38746 si } SURVEYOR'S CERTIFICATE . � 1 R.,13eI2V NOTES 3 > V ♦ ' 1 0.0 '. PROPERTY 2x00 ,.- TO 1155190E CHROME CNIRp1, FOFUIY NATIONAL TTL[ COYPANr m OR[GOx: 1 � /// `BALK ♦ J L H16 1 .1 6' :. ", CITY m n0AR0 MNG CCOGNAnm MAMAXIMUM NO°NC NElfit..5' \ \ % _._ 5 .% � \ , 1 `, C H.6 Ra . 5 61'1 W ' ... 7 35 fl Y =1eKNA- RCS tEST ME (AEONS 6SOMTUL) TIM I! To Cdnn THAT DAS OR PLAT NO M MKT Co 15401 r 0 O SAM KW T , * - .. /4 �' IN CN..t 81. • e . '' 1 35 PuK xawAr W Pr AMR TREE d EAST LM MADE N A¢moAN4 NM M 11NNLN Sr,WOMp DKM. REOMRDOIIS Fm .TA ACw 54 R W APO.. V. • LAID TILE SAMS:..50,, LITMUS= MO Nam= SY MA An NAPS N 3036, AN5 Y p .. 2. MS PRDPSRY MS N ' ZONE C'. AREA Cr SRAM R00o (0050E M 106 i i mums ITEMS 1 - WI) a - 10. 111,E Q. 16 m TAM A R PIMS50R 1° M \ 1 � .s �� A . P,W ' L . / .k KM BOO° MEAL ACCm0010 TO f.ENA RLW N I H RAZE N.V Fm ACaWALY STAIaARDS AS AOmim BY .TA AND PEPS AEG N ERECT m ME DATA m \ 1 , I �" �� ,1 1 '" " /• P. M CrtY m TCM NAwNGim C ON TT, ar PAN No, noxm w03a ` (,L TINS fERTmnnm, UNMOOR. NON. THAT N MY m4 mNNN. �r a, I I' " i 3 �� � . / *" "'I' / s / i 3 MK ME .2 PARKING SPACES m M mOPLTrY, NawnO 5 HANDCAR "ACM Q v M A LAND c THIS S vET D m Al R MC m T H ROSTm. \ �/ \�� n • ' '• ' n r�) � µA06 yNPANTm AROUND TIE PELINETFA Or M PAVED AREA. AREA. ANTI OOrImaTE Wa71 a "OU MER[N. \ i � II � ►� � I j-' � , M � • ' / PARNNO Sans. RE aILM PANTED "ACES. PAVED AREA - 106.541 y ,P,L \ 1 / �i . '0i N O �� �'IR% �� \�` 9 4 M ST AMA= a 5300 sr WAFRE Sl. TWAII°. m 63x21 Q� 1. '9 ' / ` � .' 9 "; ` J A � Y ��'.' , ►� ` a , � V� >j ., y0 /. - '1 LW" 6. M Dm COT T NRKnm MD CONSILTN° DOES NOT MIST TO M O LAND SURVEYOR ' b 4 ' / ( .+ a � / l L 5.' 1!' j . � "' ! -"‘-‘1..1 � m A°aRACY OF M OCAlE C Tt MI -3 SOW m Nor Saw NO i< � 'S' L � TUS. -� 6 N 7. TIC 11 N .ccr ra ra uTUx LOGrz CEN1U (000 - 333 -z3M) PRSR ro DOPN0. Q .- '4 „0„, J M swm[en COMMAS .wta6MAnar 7.0 Aars s 9 B. �, .� 5 - � / NPA NIONAS E GATES OW. 24w f I 4. ,. " t \ \ i �W Z -'1 COERCE Y J -� t! � Y ^d /` I 6 MEK n No NNOw fA554NT FOR UN KMIN M OMENS T O.V. AW M STATE m OREGON. M OWE. m ILK LARD IT RESTS WON. I 1FG J ��j 1 ' 1 , • � � �,,.� .. � �/y��� � ' ryN+,1,��w��2 !. MERE 2 No Imam WEAN, rm M MICR LNE M.mG M m '. Li \ VAUO DIM 6 -]0-13 BOON 16J. PAGE 433 1 a\P,P �� � /- T RN R4nin �B TY mN ro DM TE Y �S 1pmE5 AMER TO ME SITE AW 1 Is I FROM ENG STA. 51,55 , 3 -26 -63 `�. . � / u�� \ � 5 g , \ Ilk o LT ACCESS RESTRICTIONS ' s I` 9 1 /� �/ 77' *ANw `` �g5m NAIL teat , r� • 1 .�-b .p WT � roved cans ° I TO WEST PER ' 6� ✓ r .. �1IAe ��� 1' Q • ,1 BOOK 487, PAGE 455 .�� � �� 5 � ♦ " -- m I� be job site. • 1-26 -83 SEE NOTE 8 VA�i �� sP ST mnn shall be on ob mile. Q� ), k • y ilk t • N s F FOR `�'`_ ✓ /� �` + ' ' � ',� EXCEPTIONS ER FOELrY NATION. nu C A OmI WO%00 dwnm ONPANY or arcs. •PREUMHMY 11110 AERORY, ORDER No. ■ ,► `,,' :01100x53 3- MPOR01, D TEL NAY N. 20.„ S : 0......... / I ••` t \ ( ^L1 ER N CLANS NOT N NSA RECCES D6C6DIDBF'Y,I, �II�� [ -TY PI= . / �� � 14vt \ �\ Y. DMTED <MSS T] AND ACE ME LAND M SET FORM N °Em Wm M7, PAGE 455, revisions a M / - /`A \ Am omo CX PR0NOE5 MAT MERE STALL A • NO RIWr m EAswENi m RIaIT OF ACCESS r \ ®\ . \t To. Mai m ACROSS M ST N.A. °Md MM AS EXPRESSLY 210.00 Fm \ .-- , / [ . • 4.1 P a \ .\ It AL IDIOOCYY REWIRED 1 w S /7 / ' ` L 3 \ .. PRI/EOM -5 OUCH KTA \ \ NO. Om56W / ITPw41 \ \ .��. TYPE KTA NRNEN / r Q Aga . 9 _ )' aao OFFICE COPY EXISTING CONDITIONS x g aN StMI 9a.a C2.0 Sub - s . o N Maw i 4, Den _$N Nov On AI CIF eta 9M-4" ' 1 t STRUCTURAL NOTES: ENGTH OF UNIT I I . DESIGN INFORMATION t LOADING: A. BUILDING CODE IBC 2009 M� �,� �•� �, � B. ROOF LIVE LOAD 30/40 PSF, SNOW ' ' 1�1, I ■I 1•I — 1.1 � •) - Ulf C. FLOOR LIVE LOAD 50 F5F OR 2,000# CONC. ` -6i" D. WIND CRITERION I I 0 MPH, EXP B /C, 1= I .0 • ! TYP IC AL UNIT TYP.) .� o E. SEISMIC CRITERION SDS= I .0, 1= I .O, CATEGORY D Ali SUPPOR BEAMS r7 F. ASSUMED SOIL BEARING 1,500 PSF 0 TYPIC L AT . - ,- (VERIFY W /LOCAL BUILDING OFFICIAL) NTERI �R COL a' G. WALL PLATE HEIGHT 9' -0" 1 . 1 i i i 1�1 1 : 1_ = I I 1 : 1 _ 1:1 H. ROOF SLOPE 2: 12 OR FLATTER ___ 2. CONCRETE: • A. DESIGN COMP.STRENGTH 1•i i.i I U _ �, t •1 — ®' B. REINF. YIELD GO KS( i•i i ■. 1 �'� �' �• - 3. MASONRY: if C, A. 8x1 6x5 UNITS 2,500 PSI • ASTM C 90, GRADE N ^ , T AT e - I . . B. SET UNITS W /CORES VERTICAL $ NO MORE THAN 3 HIGH, PER PLAN, WITHOUT SOLID GROUTING V/ • _, �; E TERIO TERIOR COL. • " �' - CORES. SOLID GROUTED CORES OVER OVER 5 HIGH REQUIRES SPECIFIC ENGINEERING. CO SEE DETAIL B1/D2, lo - 4. SPECIALTY ITEMS: AUGER* DRIVEN ANCHORS "PGM, Inc." (888) 265-8981, OR EQUIVALENT. BRACING • CD TYP. EA. END , - SYSTEMS: 'TIE -DOWN ENGINEERING ", "MINUTEMAN ", OR "OLIVER TECHNOLOGIES" MODULAR BUILDING L'l 131 i'i I•I I' 1 - LATERAL AND LONGITUDINAL BRACING SYSTEMS. SHOULD AN ALTERNATE MANUFACTURER BE USED FOR 111 111111611 'Ill IL.' IN ANY ANCHOR OR ASSEMBLY, MANUFACTURER DOCUMENTATION OF ANCHOR ALLOWABLE LOADS SHALL 0 ' � BE SUBMITTED AND ANCHOR SPACING MODIFIED PER ALLOWABLE LOADS FOR THE ANCHOR USED. m PADS & PIERS, NO. REQUIRED PER TABLE A rn A. METAL PIERS TO BE CAPABLE OF SUPPORTING 6,000# L - SEE DETAIL Al & A2 /D1 SPACED EQUALL B. HOLD -DOWNS SET IN SOIL AND LOOSE GRAVEL SHALL BE SOIL ANCHOR AUGAR -TYPE SET VERTICAL Cf� VV/STABILIZER PLATE OR HEAD W/ A MIN. DESIGN WORKING LOAD OF 2962 #; OR DRIVEN ANCHOR W/ SOIL ANCHORS PER SCHEDULE STABILIZER PLATE OR HEAD W/ A MIN. DESIGN WORKING LOAD OF 2962# OR BRACING SYSTEMS PER .� EE DETAIL B2/D1 SPACED EQUALLY MANUFACTURER. NUMBER OF ANCHORS AS INDICATED ON TABLE A. 0 TYPICAL BOTH SIDES C. TIE -DOWNS TO STABLE CONCRETE SHALL BE EITHER A #6003 ANCHOR FOR PRE - POURED CONCRETE OR A #6004 ANCHOR SET PRIOR TO INSTALLING POURED IN PLACE CONCRETE. NUMBER OF ANCHORS . C FOUNDATION PLAN CALCULATED W/ A MIN. DESIGN WORKING LOAD OF I ,390 #. __ 06 D. TIE -DOWNS SET IN AN ASPHALT ROADWAY OR PARKING AREA SHALL BE #6002 ANCHORS W/ A MIN. 0 12' -0" MULTI —WIDE MOBILE OFFICE LOAD OF 2962 #. USE SAME NUMBER OF ANCHORS AS SHOWN FOR AUGER ANCHORS. SCALE: 1/8" = 1' -0" E. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING. CONNECT ANCHOR TIES • TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED. 0 F. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S RECOMMENDATIONS. SEE MANUFACTURER'S G TABLE A INSTALLATION INSTRUCTION MANUAL ON THE WEBSITE. MOBILE MODULE RAIL PIER/PAD & LATERAL RESISTING ASSEMBLY SPACING 5. VENTING: CL A. PROVIDE UNDER FLOOR VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT I NET SF OF - INSTALL PIER /PADS UNDER EACH CHASSIS SUPPORT RAIL, SPACED EQUALLY BETWEEN END PIERS. SEE VENTILATION PER 150 SF OF FLOOR AREA. DETAILS SHEET D1S B. IF A SUITABLE VAPOR RETARDER I5 INSTALLED THE RATIO MAY BE INCREASED TO X500, IF ACCEPTABL W - INSTALL LATERAL RESISTING ASSEMBLIES ON EACH OF FOUR WALLS, SPACED EQUALLY BETWEEN END TO THE LOCAL BUILDING OFFICIAL. LLJ Uz 3 ASSEMBLIES. SEE DETAILS SHEET D1S & 02S G. ACCESS: u_ O 1 A. PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE CODE. LL WIDTH LENGTH # PADS & PIERS #AUGER ANCHORS - DEN ANCHORS - BRACES B. PROVIDE 18" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED WOOD MEMBER. 0 Q w RN j 6 OF UNIT OF UNIT ROOF LOAD 90 MPH WIND. EXPOSURE C. PROVIDE I 2" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ALL BUILDING MEMBERS. iii O FA 2 1.1 OUTSIDE RAILS INSIDE RAILS 2.5.01 EA.END. 7. SITE CONDITIONS: � z _ Z 30 PSF / 40PSF C B C A. FOUNDATION SUBGRADE TO BE UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL, COMPACTED TO [� -' w it , 95% OF THE STANDARD PROCTOR DENSITY PER ASTM D -698. Q 0 0 V ` 24' -0' 36' - 10/7 10/7 3 - - 3 - - 2 - - 2 - - B. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN. GRADE OF 5% FOR THE 2 U z O = N - O 24' ' 40' - 11/7 12/7 3 - - 4 - - 2 - - 2 - - FIRST I 0 -FEET 2% THEREAFTER TO A SUITABLE DISCHARGE. 24' -O' 50' -0` 13/9 14/9 4 -4 -2 5 -5 -2 3 -3 -1 3 - - C. ALL WORK SHALL CONFORM TO LOCAL, STATE, AND FEDERAL CONSTRUCTION, ENVIRONMENTAL AND ez - 7 Y STANDARDS. Q - g 24' - 0' 60' - 0' 16/11 17/11 5 -5 -2 5 -5 -2 3 - - 3 - - SAFET RDS. a- 0 24' - 0' 64' - 0' 1 7/11 1 5 -5 -2 6 -6 -2 3 -3 -2 3 -3 -2 �Ep P RO z cm Q 4 . - 24'-0* 70'-0" 18/12 20/12 5 -5 -2 6 -6 -3 4 -4 -2 4 -4 -2 .\ � s Q Q 0 36' - 0' 60' - 0' 16/11 17/11 4 - 4 - 2 4 - 4 - 2 3 - 3 - 2 3 - 3 - 2 c\ G I N E' - ; `, I-- D_ 1 0 g 48' -0' 60' -0' 16/11 17/11 4 -4 -2 4 -4 -2 4 -4 -2 4 -4 -2 12327 P r _ a N o J 60' -0' 60' -0' 16/11 17/11 5 -5 -2 5 -5 -2 5 -5 -2 5 -5 -2 -.sir 72' -0' 60' -0' 16/11 17/11 6 -6 -3 6 -6 -3 6 -6 -3 6 -6 -3 1 J 70 ANT DATE: ,�j�T�e i o702/20� 2 96 - O ' 70' -0' 18/12 20/12 9 -9 -4 9 -9 -4 9 -9 -4 9 -9 -4 0 F q �' . 3, �� � � Fl 2 M G W. BR I I EXPIRES: DECEMBER 31, 2013 SHEET : 1 OF 4 \1108- EON- 4W -F1211 .._ _ METAL STRAP OR ABLE WITH TURN- BUCKLE TO APPROVED ANCHOR MODULE ► t ,( ODULE SUPPORT BEAM � 2x SHIM � CAP WITH NO MORE THAN � '� 2) 2 "X8"X16" PT PLATES GALVANIZED X I " / OR (1) -4 "X8 "X16" CMU STEEL STRAP MODULE SUPPORT BEAM Z ¢ 4 4 -O O.C., TOENAIL T & B PER SOIL �� i AP C . • PER / () 12D ANCHOR MANUF. 1 1 — . �jAp,N .t" = Z SKIRTING 0 0 ;""x16" CMU ANUFA ' R OD — MAT ERIAL A� �. v -- CD 2x4 TREA D i 2 x 8 PT., CONT. Ii 4"X16"X16" CONC .OR ��jj��,�► ' PLATE .. iI i 16 "x16" ABS OR\,//...••4* " 1 411%400 1 00 01 2x12 - 24" ` LONG PT. WOOD ► r� /\ /\ 1 L� x 1Q " REBAJ� ANCHOR AT ANCHOR PER NOTES, SHEET 1 DRIVEN IN MAX. 8 GROUND V) .— D? Al CMU PIER Bi SOIL ANCHOR - ENDWALL Cl SKIRTING DETAIL - NONBEARING O "� N.T.S. N.T.S. N.T.S. L 2 CO 41 r - METAL STRAP PER SOIL 6 ANCHOR MANUFACTURER WITH TURN BUCKLE TO O 11 ►. Sd ®12" O.C. 7:3 APPROVED ANCHOR / MODULE /1111117i (TYP. 3 LOCATIONS) (, �. ■ ODULE SUPPORT BEAM j N BOTTOM TRIM ■ di, • PREFABRICATED I I p MODULE BEAM 1 I Z Q 2x4 ®2 —O" O.C. � _ METAL PIER STRAP CLAMP PER I l I M U �I I _ SKIRLI , 4 \ " - ANCHOR MANUF. I I 2 GALVANIZED s1 STRAP I I o� ? M IAL, P.T. C 0 16'x16 MIN. FTG. PAD, PER SOL Arai IMRE. 2x4 TREA G 0NC,ABS,0R ���` xri /� r� ��i P RESSURE TREATED " A /�% // / / / / / � \ \ / \ \ \\ \ \ \ \ r CEDAR OR REDWOOd PLATE 24 LONG P T. WOAD 2X12 j /� j \ \ \/ \// \ \ \ / / /\ � \ \ \ \ \\ MIN. 1x6 1 /�/ /� % \ .� � \ \ \ \ \ �\j \ \ y X / " / 8 " X 15" REBAR ■ w AVHOR AT or" ANCHOR PER NOTES, SHEET 1 1 2" O.C. MAX. t N 2 LENGTH DRIVEN INTO U z 0 INTO THE GROUND L 0 Q O < o N A 2 SKIRTING DETAIL- STRUCTURAL PAD & SOIL ANCHOR- SIDEWALL o z z - N.T.S. N.T.S. N.T.S. - = V O O Q e 1 4i • 11- W I-- 2 =^ D tu oo E °Z `. - o w _ � �,O PR Ore S Z - 0 Vii < < A c.) o c A ' 12327P A 2 `s ;' % !:., , ' R E 90N DATE: 1002/2012 0 c � , 9 N T 2 3. ,R\ D1 M W. 8 SHEET : 2 OF 4 I EXPIRES: DECEMBER 31, 2013 \MOB- MN- SW -01M INTERIOR EXTERIOR ROOF BEAM ROOF BEAM MATELINE COLUMNS MATELINE COLUMN / co ..... C) i.51'6 om _ RIM JOIST RIM JOIST >` I I 7E5 2x8x16" TRT WOOD PLATE I I I V O . - I I I � y� O H -- - --] r ✓ 8 "x8 "x16" CMU BLOCKS .— a) I 1�8 "x8 "x16" CMU BLOCKS I `I 0 _ _ _ ONE SET PER TWO PADS I — —I— —, M 0 —� FTG PADS r FTG PADS f — - - J —PER SCHEDULE r - - -� + PER PLAN CI. /.\\>/>\;\\\;X\;\\ 1 /.\\>>/\\\; \\\; \\\; \ \ INTERIOR COLUMN SUPPORTS EXTERIOR COLUMN SUPPORTS o a N.T.S. B N.T.S. E ' A F b O< o N J z Z PADS REQUIRED AT ROOF BEAM SUPPORT COLUMNS O S a o 30 PSF ROOF LIVE LOAD L Z z - 12 -FT. MODULES: (2) 16 "x16" PADS PER 10' -10" EFFECTIVE SPAN CM W 0 O V - 14 -FT. MODULES: (2) 16 "x16" PADS PER 9' -0" EFFECTIVE SPAN QE. L. 40 PSF ROOF LIVE LOAD - 12 -FT. MODULES: (2) 16 "x16" PADS PER 8' -6" EFFECTIVE SPAN � . 0 PRop z J - 14 -FT. MODULES: (2) 16 "x16" PADS PER 7' -4" EFFECTIVE SPAN \�� 9' f � �s. ,` Q 0 o U EFFECTIVE SPAN = i BEAM SPAN EACH SIDE OF COLUMN 12327 PE 8 a ... ' RE 40N DATE: 1 0702/2012 0 " w a D 2 M s-IEET : 3 OF 4 IEXPIRES: DECEMBER 31, 2013 \MOB- FDN -SW -0211 I - J -Bolt I -beam ., Connector H - Transverse a arm . �1�1�11Y11 '11dYli;Clli11�1�11111', JO Top (1.75 "� '- bottom (1.5) ' Assembl view -I Beam Clam. Pal 1100-10-P C = GROUND PAN 1 f4) #12 Tech Screws D = TRANSVERSE GROUND PAN // � CONNECTOR U BRACKET � ID F - Long. brace I - beam (connects with grade 2 - 112" x 2112" i Alkk 4�j connectors - carriage bolt & nut) a♦ E -LONG. BRACE TUBE ASSEMBLY WI 1.5 =MB _ BOTTOM TUBE ii / F =LONG. BRACE I -BEAM CONNECTORS • � \ E - Long. Brace Tube ASSEMBLY Model #1100 -10 -P D - Gr. and Pan ��` /I \ � ( (connects with grade 2 -112" x 4" � 5 tran verse .nnectors , 1J \4 carriage bolt & nut) ' H = TELESCOPING TRANSVERSE 0 CO ARM ASSEMBLY I = TRANSVERSE ARM I -BEAM 1 s' CONNECTOR (connects with grade 2 - � 112" x 2 1/2" carriage bolt and nut) J = V PAN U BRACKET (connects with „ �� C Ground Pan grade 2 -112" x 4" carriage bolt and nut) U CD D TDE Xi BR ACING K= Tech Screw - SAE- J78,114" #14X314" • N.T. 4+m" ..i.i, P. 4 0 . H cz m - Trverse ar a m T (1.25" CL / bottom ( 1.5 ) C II111111111�I1M1�1`IYi191i1 }1 nhl! i '+ / Assem view - I-Beam Clamp Pal 1100.10 -P K -Tech A Screws Or F "V" brace I beam u 1 N I� connectors U z J E. O a E- "V" Brace Tube O Q 0 0 1 (1.5 ") 11J I •..... Z 10' Cement Block J N O 1/C = CONCRETE FOOTERIRUNNER Q Q b D Concrete U bracket ti-- 0 o 9 transverse connectors D = CONCRETE U BRACKET TRANSVERSE CONNECTOR o z w Z 2 -- (connects with grade 2 - 1/2" x 2112" carriage bolt & nut) L t>_.1 O' J Concrete E = "V" BRACE TUBE "V" Bracket F = "V" BRACE I-BEAM CONNECTOR ASSEMBLY Q (connects with grade 2 - 1/2" x 4" carriage bolt & nut) �� P R o FPS � D W H= TRANSVERSE ARM ASSEMBLY N C Concrete footer/ \ _ AV Q m U 1 327 P Runner I = TRANSVERSE ARM I -BEAM CONNECTOR G I N E /p ; (connects with grade 2 - 1/2" x 2112" carriage bolt & nut) a E ~ m . . D " OLI VER" 1100 V J = CONCRETE "V" U BRACKET 4" APO - - (connects with grade 2 -112 x 4 carnage bolt & nut) .t N.T.S. K = Tech Screw - SAE-J78, 1/4" #14X314" �" 1002/ RE 2/ 2012 DATE: < w ..2 . 3, B'\ 1 D 3 M EXPIRES: DECEMBER 31. 2013 SHEET: 4 OF 4 \Moe- FDN -SW -031.1 U g g • WI ce o - . , I � P ff, ( 0 1 -, ii. 4 K - z I I I I I I I I I = z z a Ili c, a � z m I I I I I I I I I I I I I I `�'� , E L: — o 0 6 R Q o 15 \ ( 1 RAMP SLOPE 1:12 MAX. I CO o I I 1 Cl..) I'_O" , 5' -0 5' -0° 5._0„ 5' -0° /( 5' -0° 5' -0° // 5' -0" HANDRAIL RAMP END SECTION RAMP SECTION RAMP SECTION RAMP SECTION RAMP SECTION RAMP SECTION I CLEAR LANDING � = EXTENSION '=,3 TOP d BOTTOM OF RAMP O 's ill 5O' RA's F /LA �.D I � .0 FLA \ °° Scale: 3/8 = 1' -O" DESIGN NOTES & DESIGN LOADING: 7:3 U ° 1. DESIGN AND CONSTRUCTION TO MEET IBC /ANSI STANDARDS _ M & THE ALUMINUM ASSOCIATION, "ALUMINUM DESIGN C15 MANUAL ", 2010 EDITION. 4— 2. FABRICATOR TO PROVIDE SUITABLE CALCULATIONS AND N 'SHOP DRAWINGS' TO ADA /ANSI STANDARDS. U O 3. DESIGN LOAD CRITERIA: 3.1. LOADING TO MEET IBC /ANSI ( M 3.2. DEAD LOAD 10 PSF 3.3. DECK LOADING 100 PSF 3.4. STAIR LOADING 300# CONC. 1 - 3.5. RAIL LOADING 50 PLF OR 150# CONC., LATERAL 3.6. SOIL BEARING 2,000 PSF (ASSUMED) 4. MATERIALS (STEEL): z 4.1. PLATE A -36, Fy =36 KSI z N 4.2. TUBING A500, GRADE B, Fy =46 KSI � W 0 0 4.3. RAILING A513, Fy=35 KSI a. D 1_ 4.4. ALUMINUM SHEET, 3003 -H14, Fty =17 KSI, Fcy =14 KSI t.!') 4 Q OR 5052 -H32, Fty =23KSI, Fct =21 KSI L/') l a 4.5. FASTENERS ZINC PLATED w t W o =N- 4.6. U °C _i Z 5. MATERIALS (ALUMINUM): U ui W E 5.1. PLATE 6061 -T6, 35 KSI Q t z 5.2. TUBING 6061 -T6, 35 KSI l`j �, W :j �� � o PR O FES S Q C; Q N 5.3. RAILING 6063 -T5, 16 KSI �S \a � C E o �., 5.4. RAMP PLANKS & STEPS 6061 -T6, 35 KSI o 4c? . - Ei ?6 f � �� <5(/...i3O , W o �� \ V 1232 PE / Q (L o 0 5.5. FASTENERS ZINC PLATED J % 3 \ , a 6. STEEL WELDING TO MEET REQUIREMENTS OF AMERICAN `l WELDING SOCIETY (AWS), AWS D.1.1 USING E70XX t� , p 1 1, 'i% / 1 , 0 GO EVISION oA • ELECTRODES ,A .4 . & 19378 1., 4 F, ,9P e9 10/21/2012 7. ALUMINUM WELDING TO MEET REQUIREMENTS OF AWS ,%) /2 �1�� S O N AL, g� \ c �`, 9N 3, C� �' 0 F '- Cs � iS ' ` --.�� G D.1.2M, "2008 STRUCTURAL WELDING CODE- ALUMINUM" W B • EXPIRES: DECEMBER 31, 2013 I 2 1 RENEWS: 09 /27/2013 U o I I I t z N - 1131 O H ' 1 - , oil 5 -0" / 51 -0" 5'.--0" ` 5 51-0" 51 - 51 - N n - g • • ND • IL RAMP END SECTION RAMP SECTION RAMP SECTION RAMP SECTION RAMP SECTION RAMP SECTION CLEAR LANDING w fL t3f . i EXTENSION z c� z li TOP 4 BOTTOM 0 OF RAMP w .m s cn _ w \ ii/4�RAIL34 " m m HIGH m ' 0 c , W u) ----_-------------=---.._.riaNirm ..0 55 p CO I wimilimoraiNIMMIVN/MMI (13"‘ li I -D ___ A _ __ ____ ___ V I = a 30 RA " P /,LA \ ,J 1\G , - - VAT I O `t RAMP FEET ON 12" SQ. P.T. WOOD �� Scale: 5/8" = II -O" PAD OR CONC PAD �,,� 0 ` C G V) E z J m (fl 8 GL O Z < t/) a _ LIJ 4 N U I x <[ z N U e W Q i � �� NNW...= . ��EO P>7aFFS a W N • o ��, � ��1ST a rci _ , � LNG s / cn 4. •+ � '� , .`. l 1237PE r , Q o LP INC . •. ! / t1 REG A) REVISION DATE • a �1' . 5 ��RALEa. ' 0 F �p 2 3. � C 10/21/2012 qN E OF 1 - C.s 'O NA •9N W. SR\ �' EXPIRES: DECEMBER 31, 2013 RENEWS: 09/27/2013 SHEET' OF 1 • RECEIVED DEC 27 2012 CITY OFTIGARD 200 AMP UII.DING DIVISION Single Phase I Breaker Panel / Plenum Wall Q 0 d D HVAC ® es UNIT Fitch end D 4L UP I UP u n n I • Hitch Hitch UP J N./ UP Se Hitch CON : - i 235 l �'� - • TIC TANK 232 1 • r � . CON D 235 t 239 FOUND 5/8" IRON ROD EPTIC TAN en-y !Ai-- FIGA ; II 34 20 MARKED "G &L 0.2 6' 19E 25 7'13" E 0.2 Appro : �� r 4 N 76'3 ■ p 1 . • • . na . .. roved A��. Dg N - \ For • : Me work . RMITN� 1 1 -io \ 110 . ..: _�i14' d ._IBLE RCH 2 a � ` � 2') rn S ee OF J \ ..0, f ach i , •WNER o � Job : . . . ` L - =' �.- 14.:: 1 !Y V i'' , NO. • r 4- 096328 + I _,e APO1.w 2 39 0 pd; �, Z . & I ,, M ... " � \ ‘ ,.., ti .—" I 242 ! a iEp �- u4 gn G . • T E �0 ' � i D F ' V Y OI 7C •� + • r� BOLLARDS © 11� 2 u+ y�j. Al • .01 ;� Q O V-) O_ O . - 44. r b- " , SOLID MANHOLE ♦ 242 O . y % LID WITH 1 10LES LO .. ^ ' f,, S iv i : DG. HT 25,4 IM- 241. 4. ! 01 .1 / s t t , BOTTOM - 7.2 ! N MONAGF — - CONC ET /, ° I CONCRETE : !\ '� 4 TE , ;Ec cr G At � STOP WC ( • • M HOLE (TYPIC L) Y ' / ICAL) 41/ 3 HOLE 1110ph • 1; OM 8.37 1 POWER POLE ' VALVE S • ' VAL 0 WITH TRANSFI 1 a , 0 1 1 METER • \ SEE NOTE 9 : r \ OIL 8: SAND \ • 1 INTERCEPTOR 1 VARE 3' DIRT F If ' , i., 1 LEADS T( s \ ,�� ELECTRIC —+ STORE `� METER 1 A , ;' �1 4. l' BLDG, HT.• 17.2' 1= • \ ' I 1 liC 0 .1T, LTD, .� -C 0 ' ! ��iG ssMH !1 t .�?' r �* RI M • 241.71 ■ �.... + �� 1 ``�� • / � �i � IN(N)a232,1 H ' , t i lirsio. ‘4r I ll OUT�231,1 SOLID .' � y � Tj . , rj a N1 � B • CK BUILDING C 6 11` IE(S) -23 r-1 N F,F,ELEV= 242,4' k 1 •OTTOM� �q- G���, , ' MAk HEIGHT 25,4' 1 P .,--%--/ ia ,� ' '1 ZO 1. ' ' ' BLOA, AREA AT GROUND { !7' r t ' LEVEL = 36,749 SF \ a 'h i D= , .. _ v ,. PO! � p� S � g \soca. RAMP 2 � t1 A` !: i ii \ f WOOD FENCE ` ` Ii, 4ell" *i ' j C ON POPERTY LINE \ HANDICA• � i HANDICAP ��� W \ , SIGN SIGN I ( w -i - , (TYPICAL) (TYPICAL) ` \ � '� RAMP �� u . ......,.. ; j A 1 , - 1,, .t1 • 242 , +11!' ' r • ' cos �i 241 O `.'� � � � J e � r � T � 'r , ' PO G �_ � �� - •• O � + � f Zo 2.40 1 23 2 �� IRON PIPE (H) � J 37 236 \ . : • Q ' ' • � l� ' 235 234 •' 0.` 1 rp G , r ` J r & , 2 233 2.3A � �,r / 1 . �' � ) �f f .r/ - 37 � 23 250 2g + *NE' POL I� a „�Gj I '. 7 ” 1' s � ` 229 �� r, N , ,�•.��r1v Je%400.../ '� l TRAFFIC SIGNA T 1 ,• 24" CUR: �j 1 L L\ PRI a - ti Ac GUTTER .:.:170,_.11.3.,,,, y . POLE OOK 487, PAGE 455 1 , O AS `•'r+ . � .2 ��; "i. —26 -63 ' 0 s ue , = JO , ,g / ��ti 'Zl . / / D.O.T. SIG J� • ( g g � _ P TRAFFIC SIGNAL A �� C� - -117 ` SIFr 7g s , g � ` �i� •i � POLE(TYPICAL) N. 09 . 1 SP• �� • �'' 9 . ._ r �� �� CATCHABASIN �), LIr ` • AT CURB OVERHEAD TRAFFIC A ` y a� , pu ;, • RIM�;,20,65 SIGNAL LINE :• X �" • IE 12 IN =217.0 l' ��, . S 6� N IE 12" OUT -216.9 w O •.T, SIG. 2 �T � " ° ... TYPI C RMC238 D.O.T. S •.O.T, SIGN IE 12 OUT�221.1 40 1 EE NOTE 8 ` = / , �� (DO NOT OR SIGN O' — ``� / ry . ;SUES ''� � ,�� � 22 . , r I y As CATCH BASIN n% � ' • • . 220 2 17 EM215.077 `/ ' E \ per � k * , p M SIGNAL 4 ••- j + DO RTON SIGN O O 1,,.., S 1 •• ,- • V (tAV • ' • TRAFFIC SIGNAL D.O.T. M P ) SUNSET HWY) 218 - (ON RAMP) �N • ••- DEC 27 201? �� � BOX (TYPICAL) / t., ;,,\, / © ✓ 1 \ S Z A RD t 216 �a ° ;'' ",1�r�d ri[1S•at."1 0 MH D.O.T. SIGN �S��IViS' I: / • RIM- 222.33 (TYPICAL) 215 • i4 .. IN(E) ∎208.8 S • OUT ■208.5 1 ,----, D.O.T. SIGN 1 RECEIVED DEC 2 CITY OFTIGARD BUILDING DIVISION f r • .. u f / 8060 1 . . frill, Ad: l • 0;17 r i \ r 1 ..... . .... Aviv 0 ,f \ iiiit 4 _.------.-f , \ ., �. , S . ., 1! . . I \ .. tea. 1, IR . _ • • l / • 1 . lc N... f \ . • • vi . . t .. 1 82$6 \• ._ \ \ . At i t ti 'f lok, wIt .. ,, 4 l f Or" r r �' * - w ( 1 ,~ O OrrYOF l For catty the work as d vn x t , IR } 24' -0" 16' -0" 24' -0" 5' 14' -0" 5' -0" a a a a 2 O (,. L a z a w TRAILER 1 TRAILER 2 TRAILER 3 TRAILER 4 Q b r Q L Application of Official Insignia of DEPARTMENT USE ONLY + '_t Ap proval for Prefabricated Structure Approved: . = Yes ❑ No - i r . . ' ' + ^ Department of Consumer & Business Services r Date: :? g — o fp�p Building Codes Division -Field Operations Section `� ' d b 1 535 Edgewater NW, Salem, OR Noe' i s M ailing Address: P.O. Box 14610, Salem, OR 97309 -0445 Approved y' (503) 378 -3080, Fax: (503) 378 -4101, TTY (503) 373-1358 Gold ❑ CST ❑ Alteration www,orrponbcd.orq ❑ Incomplete Submit this application with all necessary documentation. All fees must be submitted together with this application. Replacement requests must be accompanied by a letter of explanation and proof of original division approval. Use a separate form for each individual structure or • rou • of modules or corn • onents making up one structure. AP PLICAN r INFORMATION Plan approval no.: M25-05-4071D _ _ Applicant Blazer Industries Mfr. No= M -25 INSIGNIA APPLICATION Address: 7.1 *I'll - • Ise 845 Olney St. -_`cam - . I S ■ , Ion . - Da By _ City: Aumsvilla(State: OR [Zip: 97325 t: r80 ' 00 /el O94// 4,16' i Phone: (503) 749 -1900 Fax: (503) 749 -3969 ig 4081 . $35.00 JO i/5 e/4 DESIGN CRITERIA t'2. 14082 / $50.00 /0 /0 5/y3 Type of structure (see OAR 918, Division 674): +'06 • 4i. $35.00 / a / U f/ ffd ❑ Permanent • Relocatable ✓�'J1�:'+ t G «95_ Applicable Oregon specialty codes (check all that apply) i r e er 14085 $35.00 1 /0,s /f/t ❑ 1 & 2 Family • Electrical IN Structural t. 14088 $50.00 / eve x/4/7 ❑ Plumbing • Mechanical 8 7/-- ` 1. 14087 $3 : t / O /O '5/(F Occupanc B [Seismic: 10 jWind/exp: 110E ` TOTAL FEE: 1.00 TOTAL INSIGNIA: Floor LL: 50 Roof LL: , Ar STRUCTURAL DESIGN OPTION t INSIGNIA Energy Zone: 2 Plumbing: 0 A3 Construction type: VB Electrical Service load: 200 n/a No. of modules: 2 Size of structure: 1440 ALTERATION TO EXISTING STRUCTURE Use of Structure: Office ❑Structural ❑ Mechanical ❑ Plumbing ❑ Electrical Oregon Gold Tag Existing plan approval no: Existing insignia no.: INSIGNIAS FOR WHICH APPLICAN f HAS APPLIED Existing unit SN/project no.: • Idaho • Washington NLEA required? ❑ Yes ' • No INSTALLATION LOCA ION Incomplete systems (submit a "Notification of Local Enforcement • or,1easee: Pacific Mobile - Portland Agency" form with this application): ' ()dress: 13970 Fir St ICountY Clackamas ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Structural City Oregon City 'State: OR IZP: 97045 Agreement: Applicant agrees that Oregon Insignias will be affixed to all structures bulk, converted, sold, shipped to, or Installed In Oregon and certifies that the structural, plumbing, mechanical, electrical and fire - safety equipment, connections or installations of each structure bearing an Oregon Insignia will be manufactured or installed in accordance with Oregon approved plans, statutes, and rules. Applicant consents to all necessary inspections and fees incurred incidental to the Issuance of Oregon plan approve insi las of approval. Applications will not be processed without an authorized signature and fees. r=1 VISA 0 MasterCard Phone: ( ) 1 Authorized signature: / Title or position: Plan $(view Date: 2/2812006 Credit card rx.raer Expicalisn Date Make check or money order payable to Building Codes Division. Fess are not refundable. If paying by credit card, applicant must Name a =holder as shown en erode cud sign credit card Information box. Do not fax: do not send cash. DCDS FISCAL USE ONLY - 70711,11So c.dl+adersipnelRra Amount J 030306 -052- 002 - 004 -1190- 00000:34000 11 of tip '. /,1 • ; 1 • (5n0Y0014) Application of Official insignia of DEPARTMENT USE ONLY 11011.1111". �. Approval for Prefabricated Structure Approved: Yes ❑ No ti • - s Department of Consumer a Business Services Building Codes Division - Field Operations Section �' ' 1535 Edgewater NW Sale Date: 7— 8 — a OR CB � i iii Ma il ing Address: P.O. Box 14610, Salem, OR 97309 -0445 A by: (503) 378-3080, Fax (503) 378 -4101, TTY (503) 373-1358 • Gold • CST ❑ Alteration www,qresiprbcd.oro ❑ Incomplete Submit this application with all necessary documentation. All fees must be submitted together with this application. Replacement requests must be accompanied by a letter of explanation and proof of original division approval. Use a separate form for each Individual structure or • rou • of modules or co • onents making up one structure. APPLICANT INFORMATION Plan approval no.: M25- 05 -4071D Applicant: Blazer Industries Mfr. No.: M_25 INSIGNIA APP( (CATION Address: '^'r Cure s a Dms on Use 94S Olney St. Serial no. Fee Dwls .n no. DD B City: Aumaville State: OR IZIp: 97325 �►: 14088 $50.00 . D`/ 9 If/�'SRA Phone: (503) 749.1900 Fax: (503) 7493969 r . 14089 $35.00 D e• 96 - DESIGN CRITERIA Type of structure (see OAR 918, Division 674): N == ❑ Permanent • Relocatabie Applicable Oregon specialty codes (check all that apply) iallW c ❑ 1 & 2 Family • Electrical • Structural r == ❑ Plumbing • Mechanical Occupancy: B 'Seismic: D IWind/exp: 1108 TOTAL FEE 585,00 TOTAL INSIGNIA Floor LL: 50 Roof LL: - #4 , 5 -- STRUCTURAL DESIGN OPTION I INSIGNIA Energy Zone: 2 Plumbing: 0 AS Construction type: VB Electrical Service load: 200 nla No. of modules: 2 J Size of structure: 1440 ALTERA I ION TO L XISTING STRUCTURE Use of Structure: Office ❑ Structural ❑ Mechanical ❑ Plumbing ❑ Electrical Oregon Gold Tag Existing plan approval no: Existing insignia no.: INSIGNIAS FOR WHICH APPI ICANT HAS APPLIED Existing unit SNlproject no.: • Idaho • Washington NLEArequir'ed? ❑ Yes • No INSTALLATION LOCATION incomplete systems (submit a `Notification of Local Enforcement • Owner/femme: Pacific Mobile - Portland . Agency' form with this application): Address: 13970 Fir St County Clackamas ❑ Electrical CI Mechanical ❑ Plumbing 13 Structural City: Oregon City State: OR ZIP: 97045 Agreement: Applicant agrees that Oregon insignias will be affixed to all structures built, converted, sold, shipped to, or installed In Oregon and certifies that the structural, plumbing, mechanical, electrical and fire - safety equipment, connections or installations of each structure bearing an Oregon insignia will be manufactured or installed in accordance with Oregon approved plans, statutes, and rules. Applicant consents to all necessary Inspections and fees incurred Incidental to the Issuance of Oregon plan approvals insignias of approval. Applications will not be processed without an authorized signature and fees. C E3 VISA ❑ MasterCard Phone ( ) 1 Authorized signature: "/"-------- - I Title or position: Plan few Date: 212812006 Casa card radar Explradon Date Make check or money order payable to Building Codes Division. Fees are not refundable. If paying by credit card, applicant must Name of oadhoaer as shown on rift and sign credit card Information box. Do not fax; do not send cash. $ DCSS FISCAL USE ONLY • 70711/1190 Cadiaiderie°'e 750306.52- 402 - 0 5-1190- 0000008500 19(. . • .. Hone Bucket -•_ 71 _ _L _ W OMEN I i � t k i 24- Foot Restroom Trailer The Women's Side • Three private stalls with flush toilets • One sink with soap and paper towel Entrance and Exit door at both ends of dispensers the unit keeps traffic moving in and out • Waste basket quicker. The Men's Side O O 0, 0 O • Two private stalls with flush toilets b • Three porcelain urinals • One sink with soap and paper 1 111111 " towel dispensers W / / \ / W • Waste basket WOMEN MEN Other Features \ U 0 • Entrance and Exit doors I I • Interior lighting and mirrors II • Heat/Air conditioning Entrance Requirements • Requires 50 amp /220 volt electrical circuits Capacity Domestic water connection • Accommodates 1500 average uses. • CLEAN PORTABLE RESTROOMS WASHINGTON 800-562-4442 • OREGON 800 - 966 -2371 IDAHO 888- 810 -8100 Visit our web site at www.nwcascade.com