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PROV01 DOUNE 3264 UNDER ALL PARALLEL PARDONS.UNLESS NOI ED OSERWTE. = N // CIMNCNS-OTFSS-RL'C'URN DRAWINGS SHALL BEAI6INEDTO IFEIACIRCDENGRBR ND ME SWECC TO RENEW AM n' Z ,/ ACCEPTANCE BY IR E OR04 R. B. PROUDE ROCKNG LEIWEEN STUDS OR OTNR NEV60i BRACING)AI VOOD MAH+G WAITS TO PREVENT SW BUCKLING POOR TO o_ o RRINIAIKM OF GPSW NALBOARD. Q 1- CONCIEiE ACCESSOH3: CONNECIDNSNOEA$R/6f5 Y 1. IO.CI6ALLED ANCHORAGE SFVLBE$IlElrf1:13NAT©ON EMOMGSOP BNGNMAPPIOVED EOILLL.MOORS LOLL BE p U -1 WALLED SIRRI ACCOD41E TAM M/MEICTE SRECOMMBOABRGNO ORIB111CC REPORTS: I 'WANG ACCESSORIES NOSRUCURAL EASIBEIS SOLI BE 11E Siff AND ME ROAM ON REDiAWNGf.AND MWNIRAC11R1D BY Al Q w SRRSON SRCNCAN MOAN(OR AN DWI&APTROVED MAL. OC oo 111111111 11111111111111 o.RAMC (-IE IB7OD 9847713) z. WANING CONECTORS SHAD.HAVE ALINE NFL HOES PILLS)AS SWAM DYNE CONNECTOR MNNXKIUHR.UNLESS 10O1ED '^ 1- ICC 59B.RI•E9Npe/FS 011906E SIRUCRJRAL SEE. JOB No. J. ALL NMS SHOWN O014 DRAWINGS SHALL RE COFMAOI NAILS UNEA NOTED O141051E. 1. DESIGN.MDRGAIOH.ANDEKLCIONSHVLBENACCORANCENRXRE-ADCACSK.0ONTORNEDESIGNNTABRICARON.AND 14065 ERECTOR OE MAGMA SIEEI FVWINGS' A `YP1CAL MANGCONECTOFA SHALL N PER BC TARE 7321.9.1 dRC TALE R602316 ULM NOEDOTHERYWE ONTHEWAWN'GS. DRAWN CHECKED 2 511501URA-SREL SNAILN AS F0ILONS UNLESS NOTED OINERMSE SPECIAL MPECION 01004AIA a.IGS OWSRUCNRAL SECTORS IKSI:01m ASCQ GNDE'B-RY46SA 1. SP/ION RIENIO ANCHOR BOLISRAJ NMALIEDNO SPECSAO`INSPECTED HE CCNVCR 1EEL-27711. DLM GM/DH 0. NAES,'LAIES.ANGLES ASIM M DATE 01.26.2015 a.A16CFLNEOLS SIFEL. ANN AU REVISIONS 7. N-WELDS PERORATE)SHALL COW RON 10 RE ANS STANDARDS FOR ARC MO GAS WPOBGN)RUNG CONS'RUCIION AND SHALL Pi 7/16'AIYAUA INKS NOTED MOWN. Z N N. NFU S1WL*NAOE LONG E70D1RECR00ES. UPPER FLOOR/GARAGE PLAN 5. WHIRNGSHOIL N DONE IT ANS CERTIFIED WELDERS. SHEET ;A 'SCAIE:I6''1,0' V. NEOUAIHD WE-ONG PtocEDURB ARE ICI N USED.ONESS ANS OUAURCARON 6 sour ED ICI THE ARCMECI/ENGINEER PRIOR ICI S OF 2 � FAWBCARIN. J . - 7— '4'3'G RNINGTOHRrMOVFD I I 6N7' I 7' (- --- �� ® 7X DE G. DECKING.PER PLAN F'aaIRNNNP['P • I ,- OPENING BEYOND '� .Intl.FLR. .-: �uwww� i F. - x WF COLUMN, L 3.350.0-3'W/ �<I�s<s<►- Y, .,S,Is LA- N PER PUN I3)SIMPSON SDS.75x3LID' 4%P�F s" • NEW HSS OLIINNN BEAM,PER PLAN 1. SCREWS Pte,PER 11A 5.Q 1 I I II MSS PER /■••A•1 PL/ix 4 --_ EXPIRES:12/312014 AVON BEAM PLAN ',.�\ • EDGE oFOP G 1 I I SIMPSON 1�O 1Ig ■ I. .. �/' , ,., EMBED'111ENND's l 0 cu 62 E DN OPEN TO �� ' • y lI, ► z �m� I zi �� Hit,P'ERPLAN pa0 BELOW , END CAP r. I rnz 6" L6 TLG DECKING M.ID ��"" c LEI o\W INd EA.SUPPORT m. 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WALLS ® EXIST.6.05 165 RKE MK-SR*MAX ® ®ENLARGED PLAN-2ND.FLOOR WALK WAY SECTION PARTIAL OPENING ELEVATION I.oe5-W1tnNR SCALE Ir.-j-0 I4W5-S¢Txcc SCE.1,1'4r ®1100Y9QTIRIIR POI HSS 3,MKE.,TOP RAIL = EXIST. 4 ILSS Sark TOP RAJ. WINDOW ,.. 0 m. \ z Y. I � .�, M ` aX BEARING RICO 0 EMT.CONC. M - - �ill KR DECKING. TO BE RPPED TORT WALLS +{ +{ KR PUN m 11. 2r11R. NM 2441.■P0513 edao/cMAX m. Y. I w 3.d. s=- MI W/III I , ®Q. W LU INTERMEDIATE 71IEN-!ID'K SEAM.PER PUN 11 HALL NEWIS'O IMRRBOLTS RAKING TO MATCH -=-- [Y]N/i Z A DECKING.PER PLAN =___ = r-=_ ..—.�.,.,.. w Z C A O N NEW L M51T1'(N ILLY) MAK � EXIST.MOMENT FRAME �� SEAM. ,I. 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CS BY OTHERS DRAWN CHECKED MIL sow KIT DLM GM/DH WAIL EN ING • OPEN DATE 01.26.2015 NOTE: CONTRACTOR TO ARP ALL MARROW REVISIONS REQUIRED CLEARANCES PRIOR TO COOING OPINING f N' GROUND ER. °� 'Fii 9 SECTION SECTION SHEET 3 ®�•aes-sc[n ow S2 OF 2 n.1S. �•oe�-v[c2oxc N.i.3. • GIMfF f New Fire Escape Eat • + e00RePR - \NECEtVED � .;, , ���� ��/\ !'1nn ELLA S.�yy �A�\ C•` /'/ l•lC _ ♦♦ R 1 2015 EXPIRES- 12A1IJfItA B_ En ��qg{s ♦ v S— C/1 c 3 / z vz / �,/ ' ,f- APPROX.'JQ\ �� Sl ;BAE,RCIT1(�OF TIGARD o -& �i / BUILDING DIVISION UcI z ,_, _____, EMI.STORAGE AREA I \\ o ,7\- ;q :Tit,,,,,,!: DST.1Z ? \, \ 12564 \ ,,r_ 3 n OJID. I� 1 r o. 4\ I IcILi; • EXIST.WALL " . .\ �� 12568 ♦.\ vv �= ) a3 • TO REMAIN -..' f ' .\ 1 I, EXIST. .)) ;. PARKING E$ST.STORAGE AREA o...\ LOCARON OF ' / ORD. A `�\ NEW 0l1.D's \ �'`, 1 • /• •Q ocwoeN J TOR WALL ' OF WORK Q 1 10 REMALN b♦ NEW EXISTING RAGE NI •\ \ ORD. STORAGE ill '/' 1111 • EXIST. I 1 �1��1111 s\ PARKING ` SIZE ADDRESS: 125643W MAN S1.RGARD OR.97223 \'101 ET: 25102ACOI ACCOUNT ID: R4611770 TAX • PRO TED \ X J LOT SITE: ART ACA6:0.62 / BLDG SO FT: 11,950 • 7 • . ,SITE PLAN (3( R... SCALE:I'=30• ' ` \ 1 �C � ADJACENT o. BUILDING LL 0 Z 1 U I_ (4'O GENERA/MOB FOUNDATIONS t J _ W PROJECT SUMMARY: I. FOUNDATION CRITERIA W < C w TO REMOVE 1.7EING MAN DOOR APO OVER IEAD DOOR AT STORAGE AREA AND REPLACE WITH r2I a ALLOWABLE SOB BEARING PRESSURE 1.500°V CY O NEW OVER HEAD DOORS. b.FROST DEPTH 12 NOES Q O '' O 6 5 DESIGN TIAHDARD 2010 OREGON STRUCTURAL SPEC AU Y CODA 2 PLACE fOO1MGS ON 1RRM.JND6RRBE0 NATIVE 506 00 Q j DESIGN CRITERIA 3. LOCATE BOTIOM OR FDOINGS BELOW MNMUM 16051 DEPTH UNLESS OTHERWISE NOTED. Q I. DESIGN GRAVITY LOADS.UNLESS NOTED OTHERWISE' l ALL CONCRETE WORE SHALL CONFORM TO AC1331. Z LU(V a.ROOF SNOW LOAD'. WINO GRIEF. CRITERIA 25 PSF 5. ai001NG5:h J.000 PSI AT DS DAFYOSI(DESIGNED FOR 250D PSR. Z 0 0.STANDARD 201005SC H b.WIND SPEED 945 MPH 3-SECOND GUST 6. MAXIMUM SLUMP FOR CONCRETE SHALL BE 4'PL US OR MINUS I'. Q G EXPOSURE B EARL Eve Esape/ELI 7. NO WATER SMALL BE ADDED TO THE CONCRETE OTHER THAN THAI REQUIRED BY RE MIX DESIGN > N LLI 3. SEISMIC CFREM APPROVED BY THE ENGINEER OF RECORD. J 6 503 0.76 W 6 b.SE6NRC DESIGN CATEGORY D B. 11BFORCNG STEEL LULL BE DEFORMED BARS COFROBMWG TO ASIA VETS.GRADE NO p� 0 C.BASIC SE6MC FORCE RESETTING SYSTEM NABS NOTED O71ERW6E. Z Z ::///'....//://„„<:///////-A., BUILDING KEY PLAN ® R°� WALLS RAANC IUMIB& J Q ® BUILDING -�'�- SCALF:16'=I'-0' GENE!AL I. LUMBER DESIGN 6 BASED ON THE U/ESi FDIICIN Of THE NATIONAL DESIGN U.S I. FELD VERIFY DIMENSIONS APO ELEVATIONS RELAINE TO TEE E70STNG STRUCTURE PRIOR TO W Z W FABRICATKMJ OF MATERIALS. 2 SAWN LUMBER SHALL CONFRONT TO WEST COAST LUMBER BdPI:CIION BUREAU OR WESTERN ...... 0 WOOD PRODJCTS ASSOCIATION GRADING RULES. 2. 51(1.6.PLACE ERECT.OR INSTALL ALL PRODUCE AND MATERIALS N ACCORDANCE WITH 0 MANUFACTURERS NSTRUCIIONS. 3. LUMBER SPECES 1 GRADES'.PER PUN ,, 1 Z 3. ADEQUATELY BRACE STRUCTURE AIO ALL STRUCTURAL COMPONENTS AGAN61 AND.LATERAL t AIL LUMBER N PERMANENT CONTACT WEIN CONCRETE OR EXPOSED'0 WEATHER SHALL BE N N Q EARTH.AND SEEMC FORCES JOT THE PERMANENT LATERAL FORCERE561NG SYSTEMS NAVE PRESSURE TREATED UMESS AN APPROVED BARRIER 6 PROVIDED. BEEN INSTALLED JOB No. 5. M AVIMUM MOISTURE CONTENT:19% 14065 12'-42 17051 a I I I II _ DRAWN CHECKED DLM GM/DH I — B DATE 07.29.2014 ,M EXITING I' ' _ SING NEW c. U.N.U. O M.D. 0.F1.0 REVISIONS• s _ _ _ EXIST. s _ EXISTING-PARTIAL BACK(EAST)ELEVATION MAN DOOR PROPOSED PARTIAL BACK(EAST)ELEVATION 0 R SCALE4'=I-0" I,ReS-I:MA¢-9EEliD11R SCALE'.4..'I.-0_ SHEESi L. 1 OF 2 GI NfF S 153274 _I.SIMPSON IVAN'STRAP 4E S NIRIGPOlSE s, .1E4-SYP 1N 90...CENTERED AI HEADER SPLICE SM.WSCN AY11{RA1f Bq- A(1('ADS AI TOP PLATE(2I 2W DM CRIPPLE SNDS R6f LA B i—___—_--I___--____� PXPIRFS• -Onion la J _—_—_—_H v 111 Z Ls 0 • I NEW 1650.N ITREOW r 1 GRADE FIG.WI Eq 01 EA.WAY 1 0 -C u, S � 1 c,z �Z �xw iI - o�w @;W N _ _ J P;II z a� '° I ,_ e) g Taw 5a at r. h sl 0 - ,P'w Y c I VG �Mo n I NEw 16'31!3176EOw d I = N�= GRADE FIG.W((7)II EA WAY �/�1 WAIRON iSIANSIRAP g I ./ O CENTERED AT HEADER(RICE-�\ I CCIIPPLE STUDS EIE51, EX4i.RIM A ROOF NEW PIYWD.SONG TO MATCH Y R NI RIG POST W( FRAMING' FRAMHG 10 REPLAN RISING W/Bd SMSON 06000 USE i J CO+T Nit'Co (SNORE AS REM); L.IT 0/C MELD d'OYC EDGE (2)'Alf ATIOPPLATE— 1 i=11 � • i r5l TM CRIME STUD i EXIST.21 BLKG T , _—1 ■■i■�■i■�,■■ i1ilir�s�■n CONTRACTOR I PARING b . 011111 I■1■■■■111■11111�l Ii ECM r 11I2•DFNI 1 '- - m CRPPLE STUD I S. W 06010 OIEiAE@I RAP. I Of OPNNNG.IIP. PE., E POSTS. PL, '1----------- Posh' P8RAr— PER RAN NAL E .. 24SILL PUIEWI d6 DF NI RIG POST W( tW116d060, 11 MRJ.Ie"sf FMBED ill'MS AT 10P PLATE R.$P' WARN/TYR SIMPSON'IRENIO'S W/ NEW W U:1017MM J ) ✓'>t 7SG.WASHERS GRADE EIG.WIE11 pEAWAr / •I I NEWFTG- Q NEw ITC.. 0 NEWEIG.. Q PER PLAN © PFR PLAN ® PER PLAN NM • ® FRAMING PLAN FRAMING ELEVATION 14065-GMNY-4QRDF SCALE Y"-I-0. ®130X3-RMAQ-91FC75.0XG SCALEr=P4' CC W I— c Z o U W a W EDGE NAILING . PER PLAN L.1-1 <05 O D051. �� EXTERIOR PAVING, EIIS.I SLAB.REMOVE Q y EXI51. REMOVE&REPLACE POST BASE I REPLACE AS REO'D O C7 co CIL NEW 16d®I70/C !II 1 FRAMING AS ROOD II PERPLAN C Q <� ZNc� 1'II 5H1'G,PER II II ELEVATION NEW SIMPSON'H75A' PLAN E-� � 4 T IYP. EA.SAME',IYR, I Z aac. 0 NEW FRAMING.PER ELEV. I PER PLAN 'F Q 1 W _J W 0 ROOF SECTION FOOTING SECTION zQ 1•060-WANE-911113.01C SCALE:1.O IL' •060-MAW-2¢13.0X0 SCALE:1'-1'O 0 N t6 Z J V L re W1. u_ Da JOB NO • 14065 DRAWN CHECKED DLM GM/DH DATE 07.29.2014 REVISIONS IS SHEET S 2 OF 2