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Plans (2) BUP2015 - 00146 y�-, DEDI CEILINC75 5�ie�isGT ���. you, RE THIP,' ExI 717 IL 2 REVISIONS BY 5K-1 TE1�!t V i�IN IVR 5U51 El�l - =!PAGE --- S('AGE PER DE`+/�IL MINIMUM STANDARD - \ ZAWAL B�JICBIG A7 LT•k EACH WAY.horn RUHHEf TO stTzuc�tlT� SINGLE—DISABLED PERSON ' BYJ IIG WDWN s OF FF]tIil AND r FROM cm MEMBER- CITY OF TIG ARD f f PARKING SPACE Approved by Planning \ � j \ u BLn� ECEIV �o►BtEcnox Tae '. �:. Date: • ` ,.„�, Yt0TTM STRUT AT SMRE An HANGERS TO BUILDING SWGIURE ORzo se slcN MAY 2 0 201 H74VE.T00•, ""t'aa'' T2'•IcEACH=WAY TRAfEMAROWIDDUCTWORKAND GiLAROE0B5TR MI119. —GRZO-6D SIGN Initials: • \ CURB RAMP DETECTABLE ' I ING ID VI I ' -. • • � • - .•: WARNIG � •! � p • f fON Eadiev ExIS? G • • s tr r , ! '•>•. • e • • • • • • • • • • • BUDDING STTUS1LtU•RE a ACCESSIBLE ROUTE . '• ( E I� v 1. 1 • • t n OR -66 x - J � bEt�IISING y 3 L r'� MELiBERS S30' TYP, IF MORE THAN t6 WHEEL TYP.) oP� SOF w CROS9 liI1TDIE2S FIT OUT OF n" I `l BETWEEH MAIN o1f1l PAINTED 4`L �' STRIPES 7_ _21 I ' -2„fYP. .� MAOI q)NNFJCSAT 4 efc,SUT'PORf.WlIH i•�WBU:AT 4'ote OR•f10 NDiE AT 5 cTc� - I I N G-3 All WAT • : 4'7olc{5O'olc) 4'•0'tk(60'dc _ VNIAL 2•06dc EACH WAY - dross 9ECM __- it's ... r.� �"� 4.: L...• I"~1 t.� e Z�9,�(,,,•. B, •t$5. \ j/ //\\ / C©PLL '1"I e'J1.4.�L- _: GI••'-1-_C WHITE STRIPING AND PAVEMENT STENCIL REQUIRED \�/ n`"� (j - �— CiT)r OF ' r'?'RD STROKE WIDTH ON SYMBOL IS 3' MINIMUM G\ 1 TABLE 502.2(1) BUILDING ENVELOPE REQUIREMENTS-OPAQUE ASSEMBLIES ';p'•n 7T.�T; { )) j O;; .(;„ :-,i, IvILDLTANCE BLUE aBACKGROUND pAND BLUE PAINTED CURB OPTIONAL /� ,(' �.•- - SAND MARINE4 MPc'h 2yv-, SLOt° �, I N- •CLIMATE ZONE All bihor Grou R v•Il!7t'Is'Ct(: I �./ y, Roots. 0'rc; LL - Insulation entirely above Permit#i deck R-20ci R-20ci - `tG FIG _ H G F� �' J Metal buildings(with R-5 R-13+11-13 R-19 - - --- thermal blocks'° _ - r( Attic and other L R-38 R-38 ,, • T�r '�j12©(L'S' Walls,Above Grade -' j// �"”" r"" V r Mass R-11.4ci R-13.3ci ��.�/l r' r'_ _ Q cL Metal buildin b R-13+11-5.6ci R-13+R-5.6ci OFFICE COPY �gwr:I_ —t KIS M P! Metal framed R-13+R-7.5ci I R-13+R-7.5ci �� EWEr1 bRl•./E Wood framed and other R-13+R-3.8ci R-13+11-3.86 -_ __ - - . .. _.__ -_.- - ={.-.r"-'I�I;�'> , QFr. 9'jO©� t•\ WOOD FRAMING Walls,Below Grade , All laminated beams to DoDouglas Fir]4FV3 for span booms ^^ V and 24F-Va for beams with camAavars or continuousus spans per RITC ., _ C ;l 7 I dd sr7 Below)"Sade walla R-7.Sci R-7.5ci t 17 specification, Appearanco grado to be indusium Ex I eFT I�' Floors 2 Ali lumber sPocias and grease to be as tmlowa r•r' a: Joists,beams and stringers.... .DF#2.19%'A C. I P: Posts,boarru abd stringers 5/�x 1 Mass K-loci R-12.5ci designetedonpfanas cedar'. _.Western Cedar Select struowral.l9%M.0 �x I�I r� ALF N EY✓ - '� I(- -- c lI Slab-on-Grade Floors and K-30 R-30 . P' - �� J �A?'T IT`[S L /1 1 1 I - I, Burks,blocking Pnap ng and mac _OF#3 or batter $leb•0o•GredeFlOOrS d' pate ural 2x studs .. . ....DF#2-13%M.C. a Plate,sifts,andheaders - w/ FS ' 2.S rI,AX doll..," PAP (�r'.. C R-10 for 24 in. for wall framing . ........ .....DF#2 K'.D.-15%M.0 Q �j� s—T• I •�T Unheated slabs NR below a sills,ledgers,plates etc embedded 1 r in or in contact w Ihwnuefe._ ....Pressure treated DF p3 � � PA Twp P e f R-15 fo:24 in. R-15 for 24 m. AWPB LP-2-88 _ ----- --.._---_.--_— Heatedslabs g .Pos6.. _ - .oF#1.19%M.c. , \ _-.�- _ I below below 1 Crossoni or solid block at 8-J maximum We for solid sawn floor E7c I ST t Cis, 1 4° T�' I t I--- or tool joists 12'one aseper amass bottoms of joists are to receive 2 (P Opaque Doors direct applied ce ling - - :,J r= �'•"y-- tl O.G. ?-(P. U-0.70 U-0.70 i Plywood sheathing to be C-0 grade with exterior gluo. Install root and `I $WIn RInQ floor sheathing with lace grain porponaicuiar to supports one stagger end joints, Install wail sheathing aiVler horizontal or venical,and black all _ _Roll-up or Or slldin U-0.$0 U-0.50 edges of plywood with 2 x4 or thicker olockm0, Block roof sheathing — •--�"" __ T -- where noted on aravnngs, .. Por SI: I inch=2541nn1. 5. Framing anchors,joist hangers,post caps,Ole.to be impson' I-� _�II� ! ,' t I• �� ( — _ - -.Y �, mpr� Ci=Continuous insulation.NR=No requirement. 6. All bill heads and nuts bearing on wood to be provided with a washer V a.When using R-value compliance method,a thermals spacer block is requires % Annadmgmbe per Tame250 of fee uBC. Nailing canes for on me "I — - B P P drawings are to be common. I - �O?� �O Tc:, NPI L N otherwise use the U-factor compliance method. [see Tables 502.1.2 and' B. Cutting and notching of joists not allowed. Ono inch(v)olameter hole HEN-/ C(=-I L_IN � (.•. r�7�I G � � 502.2(2)]. - -- may be drilled in the center lq of width of member depth. All other holes + T4 ��� PIFGGr'• I b. Assembly descriptions can be found in Table 502.2(2). to be approved. N/t;•�(-.J Gs�-'• =_-r[ (_':L, y rr AC"'(•^' I �� r�>=D�1o�/G Ydr \ c• ,1� - 9, Studs may bo notcnecim the lower 1151f the hoight of the stud for 1\ 2 N pct LI 9 1r' frills e. When heated slabs are laced°clow rade,below-grade walls must meet the electrical and plumbing pipes,but no pan of notoh in to be deeper than - p WGL.1.-. . P B B P✓^'..�r/I[ 1 1 C.J ? —•I-I 'P L o C.IC t-t ti .exterior insulation requirements for per insulation according to ih 25%of width of slud. Holes of diameters up to 1(a of width of stud . �-•- 'I • --_ '.. I C Z av C ( /r.'1 r" -I `r('ice Ii�ry Zx t o, - 1 SUgIaNGL 11 �••� (�' �[ �� Mom-'T-rl f=1N 1�,_{ I � �a V�/AIrL W/ •. I� ' c,-1- EGL• -.T.0 PENaED � i• GOt- UMN� GEILtNG til '; v I�;-r 'c bENll �i��,c� ��.�.�p _ r� `� Gc u .�M�Y I` — I wGaw N • O '1-ATTc> - 1 Co c> c, VV/ �/ tl I I TATTOc ��I""Pr�c.; --_ t I FAt_L_ Tr'NeLI_I� 13 C�LJs { rT Eco - u� a Pitz;`7-1 GSI ^^ I"IY,rT F_t-FT+AE.NTS TYPE ) 'f`fP[� II � �TpTIo(`T � • Z. b fP - �aI [7E5 I I LGc „rl�/E_ 5/a, -r i Nevi R- 15 W ExIS _ Co G uMt1_ k C--•`( t'h r • u_C-rI,=1-4 `TYP r U ' I�> C LJ-N F' �7"r r% ' T G^ TGILrT C° TA )cI -_:T S IN Fwd �' ,•� 1 . IJ I I al �> f3AT Z PE x I-R- TY a � UI t+ I, FI_c<z f�-r �./F..F'- xl `I-'C� RELY Q ' • , ,A.c.�.." I rat--C wdr4VC> Deco S/2x/95 Eye I e- { ' C� P, EMr� bF_LE.b 7'Er-IAN'1• S- P,1-,�C.F._ scale NJ:=T'EV �U I t-�I.:�t C'i� �!r••Lf��/-`„ "' COAD�Q Vii, r' .z•..-. Drawn _.t.'c=G_IJ.�r�*_t�J'F . _. I_ G `•t? ,� C✓ PEF,c•r, y��, --- - y � Job - Shoot Of 2, Shasta 1•X24 FlI MW ON NO.1ODM CIUItPMWI REVISIONS BY E>eIS"i 'G. W 11`I do c E coo 12 min ....... _. -� 305 ® : ,. . ear' Section 609.3 Lg E Co o r cn Co N 1 $REQ r� Ti1TT0<� I .f "r Toa �I F_•yrl•�,-r`cmoo, ,t I :� � I� j I 7 -9 7- 9 0.�, I 13 �r �Tlu� j 180-230 180 - 230 �G �S�AOE (a) Below Grab Bar (b)Above Grab Bar �--�- Fig.604.7 I 1 t= Dispenser Location m 604.3 CleE, arance. j S Other fixtures not allowed within this area ,'4Z. ' 4Z. 3 l -= ) T,�-I--rte,y' --'� F'l•' E: ,--- I � � 4 '' �' N �,"• u Ct�(2AT1�/F ER I I 17 - 19 GLC'%. R - \\\ i LL 430 -485 r=Lcc,Pc F>:, NlaL L r ' ldF= I ' R/�cr✓ rFArrS Q1 —/—�' — — �' NtF,<r G-L Mcr — I- - - - -- - - - - - ^.rlGt_ T1lFG I I I :N r-e-1-L11`•'rF.l I ' to 60 min F;g.604.4 r:'Ir,�T'G pRly?• ',. � . 1525 Water Closet Height Fi 604.3 "Z>e Fp RT i-rIcl*-4_ To S' 1-11 GH I Size of Clearance for Water Closet l — GJ �R+-a' �C• T-,hT 1-c r: 0 1 < FI''T lr.. ^ . \ / I H Nf:>Wet�c INc� I S'( r�Tlot I I ' .► � N; 117- Q Lct \1 1 777777111777 a I^{1 Eu' _ .. REI-sic• ^ � Il I ( Ir. !G. c- -- ,�lf(rG/T..ISIlk 3 -41Wc- / G . " RIS � 990-t040 4Y/\\ C_ 48 min - 54 min 1220 1 / �7 \ .. .,7� 12 max 1370 m a 305 42 min r---- /7: y �%2. ^_•�j o `` �I ' tet, 1065 r- �O n I-p u �/ i 3 Ir .� Uj Section 609.4 Fol^.warib - TATTY-L_• 0 � m o — -NEW VERT. f :. M rn Fig.305.3 cyaF o g._.� Size of Clear Floor Space r'6-nT F,oc.•pi2 \ 5 '- s,° l �Go CTI C I rtwo _ N EW Doo M Fig.604.5.1 �I Yr C CSI=uPIFcO I j N " ' wt Side Wall Grab Bar for Water Closet NDtt !( I 10 ZZ 10 If both closer and latch are provided J( U1 / " 4, O n ,` „ I1�n► I I �V{� I �' �•_� / I Co .;. _ L0 •ISI 12 min• i i E � t Gt-r' cwG.P_ 305 i 'tet=r-IT Q b Front A -I ,�` r te G F- - T I t-1 "" " ��•I-r I r+ � _ U) ( ) Approach, .1 _ r �s _ F F°1 r Push Side r:,: y1NCi _1 8m. 8minto � � SP.=G•lw '� 205 \ -- it co I tin;: Y. •, : ,• , - �(( L II -� ��c ;- c c ,r r'• 3s..�= DateIt 5/2c/15 1 Fig.606.3 l [� Scale ;Vo i ED 'Height of Lavatories and Sinks E to I 9 min N i 1I 230 I Drawn S'.E N -- Job __ , �`"°" a.,...-... •� Sheet 11 min ( `j C. �•, j (- `� 280 ! Of G� Sheete rs x zs MUK110 ox rw.+000a erriwr INFr•