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10255 SW 90TH AVENUE-3 l + . '1µ I'. D 1 ' ' , •i: • It T1 rlUuc.F'i, bl.lN� ,I E.I r_, h'•L 1c r,u�� ikl 'k7L1 dl.7rN'1'I I'IUUtKIV liLUk, �,5I tl`b 9 Z9 HUU iU 'U0 U1::,1HM MUDLKN EILDU tD I a I,M� r'. HU(-, 11_+ 'U17 ai:51NM rwllLkfv BLW SYSTEr1S MODERN BUILDING SYSTEMS, INC. "je- u o0�' - -- 1 jOe --_ _L MODERN BUILDING SYSTEMS, INC. i -Z �� j 5493 Por!m Rd. SC P.O. L+ox 11U 5"LET No a I j e1fE�No. 9493 Porter Rd-SE P.Q. Box 110 - oA _ MODERN BUILDING SYSTEMS ___. AUMSVII l F, OREC•iON '�;37b r,ALwuTeoer-_- �,.• GATE oD cAuuAJlho"v--------� I I NORTH 121M 1 , INC. ---- F AUMSVILLE,OREGON 97325 (503) 749-dsi4?) c,acA LD ov- _ . __. - --------- °Arc _ (503)740.4949 a�acEo av oRre 1 I i 9493 Porter Rd. SE P.O. Box 110 �,,, � Fax (503) 749.49ri0 i Fax(503)749-4950 � - - I 1 AUMSVILLE,OREGON 97325 s►IE�wo -- -'�' cf "3 --- --- I (503)749.4949 mGuLATeoer _ _ /fin-vUv„e 8 scuE. 1 UNI FORM LOAD, I Fax(503)7494950 CNECIQeo er DATE i I ! SCALE '-- ---- - -- - I + i Dead Load 10 psf I ,� u ------ \-j _ 1_W / IF Live Load 50 psf 1 CA"L�'hC��S >� 3 _ OF l;-i FS l�gL�1.4�. 31Z PtF spac'g = 6.92 ft ��Z �SvlvlyE �\oO-*-0 (o(.� I.lZ:tuk Sol �JLI 1 ��-- I L (,n o►• • O 4n A►` �1'1:7y T�\�\Z� (.11 q-l.�a. J l __� P . �,�,(�3��Q�� ►�j-►� ufL (vOes r C; CIc1_ ?kS(. �zwo �.� � I �CiF, L' + 10 ft 0 ft �� Bxl 8x8kll.'ct+V.e (�/o�°%- I j < ----> I I -_---> I vest `i lz 4 to kI(o - , l O.7u�('�l•oo ?•E\ - uSL 4 X BM-1 I I �, O - - 1 - i 3.5x 7.25 ;oLGa1> i I 1.66 k 1.66 k �, 2n7a tl�trr>.' I <-----•--------- -----> '�f� C'4ortPfl 6cP g 16co - - IL'�o�' (R�c�ro ta-)N- r-) 8 it ' t'-, \h� - u��E 4•v�l.x�4cru� a� PT.Z?xasI � Beam Mark 1a I I(o6.1.(Zt 081 � ` 111PW --------------- - ---- ------ - ------- el%j ed #WOOD BEAM - DESIGN CRITERIA iBEAM SIZE 3.5 x / .25 �o.c.ol�to.6rlLlIL` 4`~'03 �Z� t �Z\`\ �r I --- ---- --------- =---- ------ •------kA j ZooPtF (t,4�= IZB,00 k . - l fi P \L ' z 1`ll'l�o��\\l�w •�,i�lz.�° 1ti � 3\ro \ I looter (Z7 .)i SSs4 gSD(1,15` 16y11. jAllowable Bending;psi: Fb 2000 Bending stress; +M fb = 1300 psi IZ�ao 95 2. Allowable Shear, psi -. Fv = 95 for +M - 3.32 k-i't: �.S( a _,. c I 1.14'Ipsr I Mod of Elasticity; psi: E = 1680000 � -M fb = 0 psi { 1 e l �1,�5 ! Duration of load tactor = 1 for -M = 0 k-f ; I Live Load: Deflection <: L / 360 + '- 3.. 1�.?5� I i� 29 1Zg t.ir = Z1�a5o uS r xtxq o` " D+L Load: DefleclOn L / 240 Shear stress: fv = 83 psi x Zr �I.IZ� = 5'l1 Unbraeed top edge for V = 1.41 kips Zino) sw'o -7p t t _ T_ iti._}- --•;. _ in region of +M (ft) : Lu 0 = 8. Unbraced bottom edge 'Dead Load Deflection .036 in ' 9 33 S1 ( in region of -M ( t) : Lu = 0 Live Load Deflection = 1.179 in . .� , Izq 4 ; v(12� Jlrsr -- �'1� vl ?,k�e4!-u l 11L L IaZQ.esT�_t�A'al-IK _dV. 1. 5 �1 = 0 Ic- .i Eff span igth ratio: le/lu= 1.92 = L/ 535 . .x. q USE.p[,zx6cal�• _ _.i. .. _ 5I7.th 1 Allowed overstress: f s 1 1 �. ($)/100= 01 D+L Load Deflection - .215 ir. I = 1�.� Exact Beam WIDTH I(in) :. b = 3.5 I L/ 446 + �qs i I , uG�-+ P.T!.4�81c� Allowable bending �'1cJh.1t ` IZ55(41� �121 'Z q �?11�rSr stress: for +M: F'b = 2000 psi i�"'4 �IIZq�o9c1� (a4u� IZ= ut-61141, JJPW , t '. !. lo' r<x3�•(o" I for - : F'b � 2000 psi !'1 G I i �,_ t• Saso� ,< °P1r�r USE _.loxlo_or;,c3�• y 13431 a 1 i i , i 1 a I I 7 1 1 I •�• NFjH,1 p.0. ~:� 110255 SW 90th Ave. 10255 SW 90th Ave. '�r� SIT2000-00032,BUP2000-00307 S1T2000.00032,BUP2000-00307 2 of 38I I 10255 SW 90th Ave, i 1 of 38 SIT2000-00032,BUP2000-00307 3 of - 38 10255 SW 90th Ave SIT2000-00032,BUP2000-00307 4 of 38 1111111PH J o 1,I LM'u F'.1, 1._ Hum J.'d UVJ LJ 1•:acF'I`I I`IUUtKIv bL W b Y b 1 LI'Ib HIJ1a 1 U ""JH' U 1 Se1-'M 11VUEKIV bLUG SYS I EMS J U ULI U 1•:)Cr'I PIUULKIV bLUU b T b I EI'IS E •tC L.t•( r c 1r,1 N[V t-j,C (, I fJRArORIFB a EN=, v, I(61B r'.r; J 1 r . a .+ .1 (1 li�i �!•. `'' FULL s LA9 1- , i -0VEa oWE NI1NDAEO YFARI TABLE 1 l� Road '' + e 1 AlaWeSnchii® �tif101'S • nth((Brenna 24607 Ultitoace Friction Faeroes and Adhesion for Dissimilar Iiateriale - 1 ,fw Friction Friction I Interlace Materials factor, angle and California Codes are 1 MOBILE HOME PIERS I _ S the re. To verity call: --------. _ __ `- tat+ S de tees ! - - Minute +;,n oris Allen Aschim, As:i&t. Chief f . rF Cr ACCESSORIES Hart concrete on the fo.locr7ne foundation materials: 305 W. WaIkC'rSlCce( manuf vtured Strictures qnd parks } �. Wt. each MMA26 rlcan sound rock. . 0.70 35 Cast Flat ROCK, prth Carolina 28726,' 1-800-124 2-1371 0000 0000 .... ,.....ne Ga .. . • U.55 to U.GO 29 to 31 I Cl.can grnvrl, gravel-nand tnixtu;cs coarse sand. .. :. 6" Fier 3.0 l;lran fine to medium sand, silty medium to coarse Attention. Mr. 1,06e M. Jolles, Pres�tdafk,. r - t 8" Pier 4 .0 M ImQn cand, s1lty or clayeygravel � " bcalc•1- Pr.) E •••••••••••.-•0000.. 0.45 to Q.55 24 co 29 I ,,SBNI3 Strap Balt &, Nut (Bulk) 2"5ue18vck1, Clean fLnr. sand, silty or clayey fine to medium i 17earMC. JnnC�: �- 10" p1er q •5 aand............ .0....... .... ... . ..........• . ... 0.35 to 0.45 19 to 24 ��ingle S1�t Buckle 12" Pier 5.0 41; Nino candy ails, nonplastic silt.................. 0.30 to 0.35 17 to 19 � On May 1, 1990 complresslOi}��tl:W@."VC � as the Mlnute, Man' hlPi'6 � Doubly cry stiff and hard residual. or prec,,)nsolidated . theYertiral�loed lied, 14" Pier 5.5 slot Auckle widlout evidence ofs,...�� dls ottiG l� . 31 clay..............................0 0 0 0.......... 0.40 to 0.50 22 to 26 •subnutted to," mtoly. All � tfr�'aot a>�us s ♦�ded • � i� S �GfOUCtests [�li0 16" Pier 100 OH Tension Bead Adapter• Heditttn stiff end stiff clay and alley clay........ 0.30 to n.35 11 to 19 I � a45co•►cCaAt t 6.0 - 3 •] THDHL•-S Tensj-oq Head W/Lag & Shield (Masonr on fotm"tion materials has came friction I U@low: i I8" Pier 6.5 3 . lectors.) __ 2 3 r 20" Pi:r 7.0 Steel sheet piles agrtlnet the followi.tag !u+ilc? er i t I V@�Ct(_C�,, � j i THDHL-S Clcau gravel, gravel-eared stixtures, w,!3.1-graded ' `' r 22" pie!' 7.5 �q , I I rock f!]1 with Gptltllc................00.40,..... 0.40 22 ' I 6 gyp. 11YIC;«oadliw4isw: ntihued 24" Pier 8.0 I Clean Bond, silty sand-gravel mixture, Bingle site " hard rock fill.....................0.....0...... 0.30 17 « " 26" Pier 6.5 Silty sand, gravel. or sand minced with silt or clay 0.25 14 la" m1nute M•n Syed Pkr " " _ ` (6"•�1 28" Pier 9.0 Find candy silt, nonplastic siltpilin ............ 0.20 it 1 i4" � 1 " i " GALVANI?,ED STEEL STRAPPING Forced concrete or concrete sheet piling against the I '� " a ^ - Pier Head Only � . _� N f�olloviga coils, 16" all ill 1111 4 4111 till I I Cl-ctn ave! gt' Qravel-sand mixture, 111-graded I - rock f ill with spal.lc........................... 0.40 to 0.50 22 to 26 DRIVE ANCHORS ' �+ui sand, silty sand-gravel mixture• single eicc. l 22" " Fc r w/s Galvwdzed strapping hard rock fill..,................................ 0.30 to O.ftO 17 to 22 � 22" s « � " ��""• i i W/s (bulk)" 36" Gross Drive Anchor ( u k) Frame Clamp II W/Strap Silty tared, gravel or toad nixed with allt or clay 0.30 17 24" N K - .,. _ _ ,V: 4 1 .98 Fills aaaQp silt, aoapltsti,o tilt* 0.15 1.4 ff tame Clamp w/o Strap �6" !6" Cross Drive Anchor WtPrame Clamp St rap, � ]6«. � 48« 4 m 1.17 Various atrtontaral. tttlatariaL>< �, Crinss Drive ftaaonty OR taaaoalt7• l�taeoatt and taataaolc>phic rooks t � r• ��CaSt: fed fire tip',tlOritTret t1� I �„.� Bolt k Nut. trap Seal •io Drasaed soft rock on dressed.soft rode Wd 4 thk o 4'14""x"` • ' i8" Cross Drive Anchor 5• Roll Qelvnnited Steel gtra 0000.�.... 0.10 35 1 i� 5.07./Rc Dcesaed hard rock on dressed soft rock. 0.65 33 1 On1CC shotllld theles be It • Cross Drive c 0 Anch W/Frame Clamp Strip, �0 1 Roll Galvenired Steal Strap 76.55/Rc Drttsaad hard rock on dressed lord frock.........a 61.SS t9 � Bolt t Nut � Haeoury on stood (cross �L'aitt<)..o................e• 0050 16 �!� k/ f I Steel on steel at aheset pile interlocks........... 0.90 17 I • -_^- ,� E�O N, M. 443• 4" DISK AUGER ANCHOR Anchor Drive Machine 529.09 " f 11 Adapter for Drive Machine 29.02 Interface Hatertala (Cohesion) Adhesion Ca (psf) e., wt.sn1191 �+eg, I ..., Doublo Wide Dolly 595.00 �l Ylb ' i ='='•t► sett eobelaiw soil (0 � 3S0 at) 0 - 150 i ! 430 3/4 DHP 30" Auger Anchor I ' i Rett enllsai711e Boil (:SO - i00 � tS0 - gpp ' ti t � 430 3/4 DNP 30" Auger Anchor W/Frame Clamp strap, Holt � Nut, Maaiva •lift oolwaive soil (500 - 1000 pdf) 300 - 750 sovrutvERo:Nitfsk 1WfflM`14t11Q111 t t 0 stiff cabesive soli (1000 - woo Pat) 750 - 950 ASO Very atilt oohaaivs Boil (2000 - `000 pat) 950 - 1.300 I , t,w•i• ` / �atlNp a «�s,♦ „ �,U8p81t t+pwy/ward« o • M. IK • , �� t cc.tr?c.rww nn vri•�tr tyc►• eeltallerf. TW SLAP/PATIO ANCHOR e i iso , , 7.1-63 Chance 1. September 1966 10 OH Slab Anet•ors I 10 DH Slab Anchors W/Frame Clamp Strap, Bolt & Nut: r neo t•nedr _ 10255 S f 10255 SW 90th Ave 10256 SW 90th Ave. �Q t owarree us-� a Lr 1 SIT2000- ', 90th Ave J 1 n .Tnti Sw i ve 1 dead Slab Anchors 10255 SW 90th Ave. �0 00032'BUP2000 SIT2000-00032.SUP2000-00307 SIT2000-00032,BUP2000-00307 SIT2000-00032,BUD2000.00307 6 0/ 39 -00307 0 of 18 Sof 36 7 of 38 �+rwuarr1111111eNr1l�. Y_�... . ... .... - ...� ly.,••,,iFy,,�_. � ..ywwavlYn.�i:. ..�uw. •••r,•Itl}iPii•en•+ro<-,:.,.,...._._ - h•aane•!is: r...an...w..■,...,I�w...,........T..-.._- ,:_.•:a, ._. 1ii11 i,�llll Illlillil II IIIIII IIII III IIIIIIIII IIIIIIIII IIIIIIIII ( I I II IIIIIIIII IIIIIIIII IIIIIIiI II !Illi I III1111 IIIIII111 1111 1111 lIIli!I' IIIIII111 IIII IIII IIII IIII IIII IIII'x x� Cm I I I I I I I I I I I I Innlnnlnlilnnjlinl LEGIBILITY STRIP M I 10 11 12 13 la i 18 17 19 10 20 21 22 23 24 28 28 27 28 29 30 - Of $10001 9 too 1I! t7Z' i y.. i TIMN mmil . ., ..w: 7W, .. .. f '. i • .. .a .... .. .. .. - .. .. .. .. . ... ... • jF i it. t'. y, y lu 1 'll ILI vNJ kJl•JJr"PI I IVOLKI V 173L Ub r. !, L4 . �'•' t-/I-44 - K• :r .i; ' . • ! t+l_t� 1a li Ul•JNf'I•I I'IUULKIY kILllb b I J I LI'h PACKAgINa OfV18lON • ' a._ •:,!;'�i . ` J� ;111 .' r. f' y : ••c';;v::'�:';,f��;•''rr t ltd" ;;� t,� '�+ �. , 761 Port ChIGIW HIghway '_ ' ' 'f�' •I I lr • t• r.�0 ( test, t I'llUburp,Callforri 64665 �'�� t •� ~': (a6 7-2o o April S 1978 ^ •,.< - ..!.� r' VCR File t1o. Q-70-15� .1 . ..,, . - _ • . .I• . . ...: '..�=,� • .. I ° 'r ' .• .) ;f y.Y t�,�' � ,ka PEPOAT OF PMT, Ott TrisT$ ON KINDTR'UM, A NCITM ' Mr. Fd � - � . .• • ::•: ' .. ; r '' •-:, °',,I•�� j.tX� " 4i l�� , Abel a ..r I ,� . '''' ,•,34"..i`k E r h li4Qes�. 4430 5/8 UK l4MA►30 Abesco Aistributin Co. I . '• '•• ; : . •f • ::` •:-�r' iti Z..�� tl t 430 8 - :; •,• cc ► .cii__ • Power Inn Road r• + . '' .�� 1. � .tl • �► In onto I i E _. . SetCrQm � Ca. ,,r �.:� - •L�, i -•• � �% ,.e ate ' , - �: .•,w t.11 ' * ;;,�u rS�t- .•r Mata- for: Minute Male Anchoxs, xae. sz N j . III �..t1.. •ti •' •,r,rt+�.i��% : . e,i►°� 't `•,•,•., • •.=a ' r.%•Z�'�•'f;Rr',•�.i..iy`rlr be4�rt4 4 #st�tDc r Mr. Abel.-. %ill t .1�>'t��c • �Itfc� � t+ - .., bParoteje:ett .Teat site e a t Minute Man Anchors Plant ram � ; May 8. 1989tuteriakers i-1/4 x ', ! ) , r. red tothe following specifications :I.T. Zinc Epoxy is manufac• UjC } 'ecEthiaianl t7. D. Pl.ke .. f '... •.� :.t •s. Steel Grade 10045 High Carbon. Al Treated Steel Zinc Rich lraint, Will '• - 111 1t o Q The Jo��orrl.a IQ 0i • ['�¢>f`® pax'fo>naed uainq a W rauiic f-` C 83 i t Ed o, rolled and coated ft; for thin g Ch�t<�1�,ion Scale CAUbrat:ed 0 �_ ne� 1 _ � Tensil trength - 140,000 P.S.I. �9•j7-@T fox' reordingr aataR! praanure applLod to rove anchace -u Elongation 6.St to 8t .fzbm' t�►� ground. � z �+ 5,420# 0 Gauge tolerance t.j01b •�' r,; Q, - All Iatorlake Stra i . ' ��•a eris~i t _11 j The `>�ol&i0.W i "Sig Were WAda in 01400 S � 0 PP ng is manufactured to m©et Qover'n= . o compao anetrrle aaAa dad g1WOIs O taunt Specification QQ33-781e � � 1�'Pe 1, Class A.Interlake I otae6ta11t.B,ods •' ' Strapping irs also a i P ,V • •• ar Between 300-400 ouch ' lbs• •fin ASU Chain¢f earth VMbe I O Americe,n Assoc e.tion o.f� Raili'vadBYed� for use by the � ¢ I�IIEETS U.S. (a i • 1P. ni 3 ft, is gfcill Mexsm= uplift at; failure a inchoof � �RNMENT SPECT ICATIC7t� C 78� It you have any further questions, to Contact 1148, a r Please do not hositate I �3•�:2 �tnlsh g I I pptng end seats.Rnlsh 6 strapping or seats s eiiht�ve scar t ReNaitst �#250 u>'t. , faces costed I zinc by either the halt•�frpped or aleorro du sh process ' ,, .oeo Bur- yours (see 6`.1.7). At the option of the oontractor the coating shell a tested ss Avast . lbs.: epealRecl In 4.3.3 or 4.3.8.7, &s Wilocsble, end 4helr be hot 10,s I O following: • ► s then toe a.4ia tee. O • Grade y - 0•I .•::. • - � . 30 ounce per square )foot of surface, or 0,00 6 Inch thio R. X. C it;on, Jr. Grade 2 - 018 Puna® per square ;foot of surteole, or 0.00 311noh S es epresentativ Inaddltlon ed ®ssh llnotshowsl > 1 � I , gns o l oop ersulfi�te when to ea In aoll c°1r:d'a donne wli 4.3,8.2°"(This means edges, fnuezbe ooat�s dl) N Today,tharo'Q no Que ton of Y L i flame eI4•dotivn�t"an the venue of mobile MteAake offers 6tee1 ctt>elppina fQr use enc o N Ina a moons hottte f VaoVe MOWN of prevent- anent of my given anokor mr,or ala a blit • I ► been • Off Its blook;by the d• Q pushed or rolled In safety leestture era let 10255 SW 90th Ave. th0 tldn of tho mobile hon o e ed a r , t+t 1• SIT2000-00032,BUP2000.00307 10255 SW 90th 9 of 38 10235 SW go ° '' SIT2010255 S , 90th Ave.A00-00307 SIT2000-00032, AVe' % ��• •t 10255 SW 90th Ave. BU20J0-00307 10 or 38 SIT2000-00032,BUP2000-00307 12 or 38 �•.•• •' 11 of 39 xfj AUG 14 '00 1 t-*SGAf''MODERN BL51D SYSTEMS m yZ V. 4i 10'. �j O ,,tt Z••6' / I `� -.o cw.a:a..:.t,4«.:+:iYs Y:.4ri.• .. 'li. I i I I I) _. (tn (n 4 F I V2• DIA WOQQ NAND RAIL_ 9'-0 5/8' RUNG 0IU j -n �g 100f R ON TC-P 2x6 EnNi 2X6 • •REA. W/ TO CARPET SUWMT EA. U '�t• ; LAMI b sreo7re� AWN BEHIND C M W/ W W= (4) 12d NON-SKID PAI / I A RISER �(`'��ppP.T. PL1RW00(1 •-+l. T 5/8' P Z �� I ;g PLYWD / A / ? 4 q If W/ (4) ¢ 9� y r 12d TO( 6) 12d `� 1 / r `� e► n Y2 �_ 1 I 1 nEA ENDI . $ n to b DUSTING IGRAOE2)c4 CLEAT b c"3 ,+ W/ (4) 12d "J I I I FILL As READ I I 0 _ I -� 202 STRINOM LL JRALLS � r � JFILLED 2x4 I I 1 Tf t pp 3 STAIR SECT ION1-00 WIDM i ..h ?% , cn y I SCALE= 3/4•-,'-0 i RASP fXIN ue"IT Sl'(2000-00032,BUP2000.00307 V2' V2 _ • L^ g � j ' I 10255 SW 90th Ave. 0- I 1 � ' Ab+P CUIPONE�`fT � 16 or 39 L Tit 2 SNI ,. -- - - - --- - - ----- Y (7LAYERS 2 V (2* RS. PL T _ -0 - -0 - - 4 C� - - 4-� I Q FAM Df►VVN _` f - 2x3 Ox f�T 26' O.C. TT i 10255 SW 90th Ave. I I 10258 SW 9h A,, , � SW � � -2— 21 / 31T2000.00032,BUP2000.00307 SIT2000032,8UP2003UT 15or 3e 14 of II II 11 I I iI t r , .� G r N? lI W 1 T 4 cl ,(IvHF13 3e cdJ: Jl3�OW SIT2000--00032.OU2000 �OIJ rW3 , 5 .. .. - Mf•✓S i .. IY,fA'o!4W.f' .e.,,,c. .-...:)}n:lEiy7�'k.IAlty..vw:.... CM I II I III I`IIIIIIIII IIII IIII IIII IIII IIII .III IIII IIII IIII IIII IIII II,I IIII IIII IIII IIII IIII IIII 4..K_;. x, ,.n. :. I I IIII IIII (I I I I 11111 I I I I I I I 111 I 1 1)I I I IIIIIIIII 1 1111 11 I I I I III I tl I I 1 1 1 1 1 1 1 "�""•`""" °"�°"ti' "''; LEGIBILITY STRIP O I 1I1 I 1 I ( 11 I I I I 11 I I SII:IIIIII�II�IIII'111111IIII111111IIIIlllllll '•^"' """--"'-" - 101.111-11 6 ( I ( 12 13 1r1 IQ 17 10 Ip 20 21 22 23 24 25 28 27 2e 29 30 w • -1441 Ill'I >�1 11 dl r PVT Willooll, -A Ott 10, .+'w•.m• • 'rt. r. r,I, t'L'IYIn, 1 1 'Etta 11:58AM MODERN BLDG ,NEMS i i P.8/10 i i BE 10 9L I •' v �J � r LOEOO-000Zdne'ZC00o•000Z1IS I ! `- LAV 4106 MS 99M I 1 II TYPICAL NOTES j DIST IN� GRADE I I 1. ALL N MATERIAL TO BE I SIM' LUP 26 W1 PRESLIRE TREATED WOOD ,EQD r I I 7 l6) 120 -TYP• P T. 2x6 l�E 2. ALL t2d NAIL TO &:- GALVANIZED 6 AM SCREWEki" IL SL T 3. LLEM p�CK X �N TO NG o PRESSI�iE TREATED . , ; gU I LD ING T SEE >; 1-1/2' 3 SCA� 0 1 V2' DIA. WOOD HANDRAIL 4. USE IND(?(",rt/ OUTDOOR CARPET AT r:; Q I I I I I 6 6 WALL) 5 TO RAMP AND LANDING � i ! 1-0 P.T. 4x8 W1 ,GING 4'-0 RAW - = - P.T. 4x4 McTS IUILDINO WALL OWN 8 IB _T 1 V2' DIA. WOOD HANDRAIL I ; � I I HIN.) 1 V7' (TL1NG OIL) - BEVEL f j ! 45 LjEG. MITER WI F GLUE ac6 VERT. �1N AND IU. _/ mISH 2x6 CONTIN _�-� Ct I W/ (6) 12d TO AT 4'-0 0/C IEDGEBUILI0 4 I IN SH L-73 EA. VFRT. W/ (6) 12d _ •t VC MVA TO 2�t6 RIM I L---- 1 U2" DIA. WAIL — 9* P.r. ¢ 2x4 •? ' ; ywom ^' CONTIN. W/ (4) 12d 2d AT To FA. I I 8LD'G SLPPORT SIN OLE 2 j I IL RETURN MING \==� Q Q P i � I g TYP. HANNA �: 3��-0• 2x6 Ar 16' o/c a ; i 6 � VIEW 2 OPTIONAL HANDRAIL AT BUILDING I 6 FOR STAIRWAY SCALE: 3/6'•1'-Q' - - - bQ CEDARr Il � I 1 2x6 RTWN POST L j j ' —LP 24 CRIPPLE - — — NG AT 4'-0' 0/C I i I ' CRIP `Q I CRIPPLE CRIPPLE AT 4'-0' 0/C S (TYPa � AT RAMP `� RETIIiN - � 2x8x16' (TYF'a I EE5 EXISTING GRADE 46 6 1x2 CED BTWN RAIL 10-00 SW 90th Ave. 10255 SW 90th Ave. to Fti`V�r SECTION SIT2000-00032,BUP2000.00307 ( j LIIWORT (TYP.) 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I l � l % I I Y- �tl •� � � I I r r: / O / CRASS l l ' W — - - — — - - — — - - - - - - — — - - — — - - - J / PA = Z f r - - ( � W BU/L D /NO I , , CITY OF TIGARR - ' I t,pproved. . .......-...... .......... b COnd tirnally Approved . ;i f caVf'REo WALK I (- - - - - - - - .- - -- - - - � � Iy For only the wc�r� z, �i/lsa'I�>�h, > I I I ' PERMIT N0. j j_ZB00 ,VQ&S. r��1.�0 —� �c <. CL FENCE AA f I J W F I ..................................... ......... ............ LINE orR04F� - - � - -- - - - - - - - - - - - - - - J I ( SeeLettc t0 ( y f: O L, 1 ex/s/ PAVING I I /•" , Q.....'.. 3 axis/ RAMP — — — ------- -- I i I I W77, COVERED PLAYGROUND ____ I ' [. �:' J i aati R.'•MP I I m PLAYGROUND EOU/PMENT I i c CL PORTABLE ONE ---� I ' now rohad wa/lf —naw stair ! NEW FW _ NEW PORTABLE uD t. K •{ F c� — ' 0 �I _ r� o I --� v GRASS GRASS METZGER SCHOOL RU/LD/NG LOCATION S/rUArEO/N r//E N, - 1/I SECT/ON JJ, 7 1 S., R. 1 W., W Al WASHINGTON COUNTY, ORECON M E T Z-3 b •/ I Y FN Ja I jos...........................................................e' �w awA► - �AIR R7►C7f .. ................. SITE PLAN M * 3 ................................................................................................................................. , I' 30' � SITE 5112000-00032,BUP2000-00307 80 70 a0 50 40 30 20 50 32 of 3e !! 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Plow....a,.A'w+•�frMlMh^n6�kYhMMfiI'�Mh6'wM { I'. �.."t • %�,ONSTRUCTiON TYPE;010_�o ;IF JC :UPANC` GROU? 4�� �`r ' N Iz JC�.uPANY ;.OAC .T ►"A) a- ` J YF,-N I.AT►ON OCCUPANY l OAC . 7 `� IF-J :...F;'R�: ;.CAS p o Cr�T VCE '�; �R.i�EQTY �►NE FRJtiN JR i!vE 2EAR EL - - � o ��E � ;5o ) % gig - 94 � �- �x : (503 ) 749 - / 9F � 97 � G5\F,,RA., '�JTES: P . O . BOX 110 9 �+ 93 PO �� TER ROAD AUYSVILLE , OP I '�� ;ERM �+.4C S�+A;., �?D:.? "—E CURRENT E,'; '"ON OF T-iE O� 5.0. =OR PRO-EC Te IN TSE �T T ,� Gf-� T(i TrE CHECK OUT " UP WEB PAGE : www . mbs - mo (Ji1ar . Com � . .A, E O�ORE�,�,,ti ANP � t,� APPS , _,4RR5N . „PITON OF TH5 AMENPEP JNFOR M ,,dILOING COPE FOR PRO,EC7'S IN '71-1E '�TA7E OF w,�SrtINGTOy. ANNA ~AR'17'�tiARE A. 5, 5i�.,` 31 G SIV TF: A�1.. �✓.`�t�lr'F �.i� ^��V,'1".�' ��.i `1 1' "1:✓'�✓r .N !4 1 ADMIN -�cc -,N 7.•5 I S[Lr--iEET �i'! i t i Ju,tiCA"ON PLAN ANC CETAIL.... FLOOR FLAN. NOTE'1-.1 ,4A.-I" IN' EROR AN:) EXTERK_';R µ PETAIL e REFECTED CEILING. E�E�.�'" F �ti1E � P��ti %04 NAME: --- - -- - , 7GAH0 SICHOC DSTRCC�T M J05 F)17E ACDRE55: -_-- I E'IF EH ELENAENTARY SCHOOL 9 00 TH, A V E � T l�-� A H DJ 0 F _I � K 9722:3 p�v T tG A R D CondN!tor►any Approvtad _ .... ...� For only the worx a descrtfi In. 4 OWNER NAME. pEp.MIT No._--- ----- _ 1 See Letter to' Follow......'. Attach »-.:--.-- ......... Job Address:_ ' DGAHID . ED. By: JUL 10255 SW 90th Ave SIT2000-00032.BUP2000.00307 33 of 38 LEGIBILITY STRIP 2 3 < e 7 e 9 o 12 3 = - a c, « e3 c� �v CD i I i 01 j y �� � N � h C B A) c c POST - <I 13 6 I - -- 13-6• ^- ttiF ,i • '' r W ' a I I 6'-9" 6 9" 6'-9" 6-9" IBES, 12/3rvoo JILL-HEIGH' I CAL a IER SEE -- AN • �� HACK INC -- - �� ;G ' A. Rq t2Q • 24 i.� ~-. `-_ - - --- -P T. 1 8 16 _AP o h 8 ADDI. (6}-12d • x r f I f WAg../y�rG� ■ E POST `A 1 �; N CONT p x 77 r- IOWA TIE-DOWN STRAP 7i2/pp�� V 6'-0 O.0 Jv. -_� _ �� rYP. AT (14) PLACES­" EXPIiFS� I � .4 x 1 6" DF4 JF PIN SEE DTL. c w bo RF-)SE OF 30CiJMENTS _ SOC->N-ti' atr(' *I-£ a:. FOOTING •V1. -ES'GNS NC3W0P-,I7' PER I ME TER F OOT I NG MADAT ION NOTES f�Il, .� 4 -- - -UOERN BUILDING 5 GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS NHHOLE� )p 0,,�aAP' SCALE t• r-0• 1 SHALL , AND CONDITIONS. THIS STRUCTURE SHALL BE m - m o r*p _'r op PRUDE ADEQUATELY BRACEC FOR WIND OR EARTHQUAKE a ' ' AG ' '-'`OP. k FORCES AND TEMPORARY FORCES DURING SETTING AND ERECTION UNTIL ALL UNITS HAVE t3EEN _ :r `,1A A N10 s PERMANENTLY AT'ACHED THERETO. SIMP CS18 w/(4)-N1p s � 8P A ENC (4) TOTAL T&B I I — j �. DESIGN LOADS: o x -+ Co I I ROOF DEAD LOAD 12 PSF xQ ROOF SNOW LOAD 25 PSF _ - FLOOR DEAD LOAD 10 PSF r, 11 W i 6d '* - ---- -- -� FLOOR LIVE LOAD 5O ^x" _ Q fV n* L' 8 8' O.0 - s ■ 8 POST 4 (2! DF 6 x 10 x 3 E" (2) 4 x 10 POST WIND LOAD 80 MPH EXP. B _ "' LA SEISMIC ZOITE 3 \ x a 1 w l f HACK IMG -_.-- . ^,(4f'ic • 24' C.0 - 4 x 4 POST pl (6) P.T. 4 x 8 -� \ j 3. EXCEPT AS NOTED. DIMENSION LUNGER FOR X ADDI_ 116H2d • FLAT x 4-0" r- �-� _ I VJ E, PO'S, f --P•T. 6 x 8 x t ?' I FOUI�AT IONS SHALL BE HEM-FIR. N0. 2 & BETTER. FIAT " I c OMT. P r 7 x 8 ----ter- (3)^t2d TOE '�P� \ TREATED L�X�6ER SHAM BE PRESSURE TREATED co in IN ACCORDANCE WITH AWPS STANDARD C-2 TO A (3) ?ONS OF------ io + + --(2) P.T, 6 x 8 x 4 -0" (3?12d TOENAIL -TYP -- MINIMEIM RETENTION OF .40 PC'. AT PIECES IN W 12d 4' O.i "� 1�._—,�_ - I CONTACT WITH GROUSAWN END GRAIN SHALL j 1Li _ -- — II II _ = BE FIELD TREATED WITH 2% MIN. CONCENTRATION I J IN F�- COPPER NAPHTHENATF TREATED PLATE STOCK x SHALL BE G000 OUALiTYTAND SHALL NOT CONTAIN i i) PI •5 6 iJA'.F CONTAIN EXCESSIVE SPLITS, CI�CKS OR WANE. I I m o� I. �t a s PINS EACF, FNC cy) 2 x 4 FRAMING SHALL BE IEM-FIR, STANDARD OR . BETTER. TREATED 2 x 4 FRAMING SHALL WET 2 END WALL COLUMN FOOTING THE REQUIREMENTS SPECIFIED ABOVE. o 3 COLUMN FOOTING 4. ALL NAILS TO BE GALVANIZED xx SCALE C' SCALE: I' -o- 5. VENT CRAWL SPACE ' SO. F'. PER 150 SO. FT � OF FLOOR AREA OR AS SHOWN. INSTALL 6 MIL. N\ VAPOR BARRIER. 4 ' 6. CONNECT STORM WATER FROM ROOF GUTTERS AND I ) a I s DOWNSPOU-S AND DIRECT AWAY FROM BUILDING \ `� PAD TO AN APPROVED DRAINAGE SYSTEM. � SHADING DENOTES jl FOIL-HEIGHT C.M.U._� PIER - TYP. AT -- - - ----1 --_-___ (8) PLACES � i ,D 1' 7d TUE NA,L �-- r ACN SIDE -- -- - �. ---- 4 8 OF 01 m m � •VEDGE ANL SHIMS -- - ---- - P T. 2 x 8 x 16' I _ Oz (][ c t?F( Ic CAP N (o >b' 16• x 4" CM PIER 16" � AT 2 x 4 x 2'0" L. 8' x 8' x 6-0' O.C. N, u nP ` 2 12 x 2 p` _ CMU 85 x 1'-6' DRIVE--- b '3) a Tx 8 0' \.. PIN ATC.M.U. I I i w ( bo - - BASED PIER ONLY) I, t°I ClC Q MID-SPAN FOOTING X SCALE, t• 1'-0' CD co J oo 917 x I x �) 1— 5'8' DIA. M.B. s W/ WASHERS AT -- ■ - m a � IN ACH END ANC e -0• p.c , o� 1 -?- l— -GALV. STRAP JO ,T 2 DATE RDRWN 6/27a'00 0 -ir- z I (21 ted TOE NAIL .�+� 1-1/4" x 0.031 GALV. STRAP W/ ' DRAWN BY: �7GL,3 --` -- ,�- BUCKLE LOOPED AROIW LVL - (ZI EACr SIDE ----------- � -F __- Tzl ' 5[8" DIA. STRAP BOLT L.V.L. RIM-- -- 15• 6" 2 x 8 BLOCK I -i-T w NEP lAl +£IGH' p 8 x 1 I p I DESIGN APPkp4 Alj(,� 7rU PIER SEE PLAN CAP --- , 3/4" DIA. x 30" Wi 4` DBL. - �� tp -03 _ - . — -_ - 8' x �' x 4 CAL PIER 8' x 8" x >F' IN GROIJMD AT 45 DEG. TO SKIRT RIM --� SALE APPROVAL HEI 'X AUGER ANCHOR (DRIVE GALVSTRAP -OR P.T. 2 x V x 2-0'---- CML ALIGN W,' STRAP - DRAW REVISIONS' OR (3) P T 2 x 8 x 1-Q• "' M --- STRAP TIGHT & LOCK BOLT) _ LIEI, - ) _ C.M.U. PI-R BELOW t-- I t= J 1 t 1 DE1L. EPO GIST 18' FOUNDATION PLAN MTE: STRAP'S N07 SHOWN) SCALE 1/4" _ '' >If F s MARRIAGE L i NE FOOTING s TIE-DOWN STRAP , CORNER TIE-DOWN StE, r.C• 9Cj1LEr ��' SCALE, r r_0• 10255 SW 90th Ave e SIT2000-00032.BUP2000.00307 :7 34 of 38 PROXCT NO.: �O�OIO�li LEGIBILITY SIR11' C 0 e 9 12 13 14, 19 20 2, 22 23 24 25 26 27 28 29 30 c I OI 9 4 N�Ni suI OZ r� p 0 . ►l�l11�;i.i.:.,��l,l!�IL�.I,I � _'.i�1J�1C�h�.t�JI.I�J�I I.ALL,I_LI��J�1�11.iJ.�1.lIIIIII�IIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIII�IIIIII�ItIi!II.!IIIIIII!�IIIIIj!IIIIIII�IIIIIIIIIJIII!IIIIIEII-IIIIi�lllllill�!'j ! '�'I� oz y ' I C.a 1� FASTENING/SCtEDIA.E OMNI" MAW OF NAIL FOR WOOC MEMBERS re4 �� ERIDGIR LL - LlES E1Q�T AS 14OTED ON CRAWMGSI FINISH: 26 OZ COM ERC,k _FUEL :CXJF' CEILING ,EIGHT' 8'-0'. UN.O r7-- COMECTION ---- N0. / SPACING � B CA );ARPET. IV CLASSPOWM, S1-EET VIN{L - AT RESTROOMS SUSPENDED T-GRID W/ ACCOUSTICAL TILE RIM DIST TO FLOOR DST 3 PER .DIST BASE 2 1/2' VINYL THRU-CUT. 6�EF MFRS INSTALLATION DATA) DIST T i DST 2 ROWS AT Q o� - 77 0' — EXr:EPT 6' VINYL IN RESTROOM INSTALL SUSPENDED CEILING PER H STD 25-2 �1 BLOCI(oc 2 EACH ErG 13' S" MJIFRLAY ENT: 3/8' CC-PTS AT S.V. AND CA'-CS IN LIEU OF 25.212.3 TUDSJTO PLATEs� CND NAIL— 2 EACH EMD AT 2x� AREAS ONLY ATTACH LIGHT FIXTURES TO CEILING GRID W/ STWS TO PLATES END NAIL 3 EAC1-I END AT 2A OVERHANG (4) SCREWS 06 x 1' SMST. SU6FL": MIN 3/4' APA RATEn TdG SHEATHING ! eLocxMG 1 EACH END RCT 3 TvP, P•. �,' (ACTS AS 1 PERM MAX. VAPOR BARRIER) ATTACH HVAC DIFFUSERS TO CE!L 1NG GRID vq/ JAI STUD TO kx READER I MIN. & EACH END 4 �'� �f -Ash,��G JOISTS; 2 x 8 OF •1 d BTR AT 16` U.C. (4) SCREWS 86 x 1' SM$T. ; *1B STUD TO b HEADER MIN. 2 EACH EW6 STUD TO STUD CIPFRE. ETC.1 8' OL. L� 4 DBL. 2 x 8 AT EROS LIGIHT FIXTLAES SMALL BE INDEPENDENTY SJPPORTEp LppER Tt,� PLAtE TO LOWER 2 EACH SIDE OF STIP Y BY (2) 12 GA. WIRE AT EACH CORNERS TOP PLATE _ _ Qo RIM .JOISTS: 1-1/2' x 7-VC' CONTIN. LAMINATED _ _ _ _ _ _ _ _ _ _. _ _ _ _ _ _ VENEER LU3ER (PER 126 OR ICBO 3575) �31� t�TEc� E10TTfl� PLATE To FLOOR 2 EA04 SICE OF STUD ��'� _� UNIT A ,� �� 1 C 21543 G � OFF SE.T RIMS: 2 x 4 OF 02 d BTR CORDER BATTS: 1 x 4 CEDAR RIM DIST TO PAFTER 3 PER RAFTER ��-� cpICN INSULATION: R-19 U MODULE BATT 1 x 6CEDAR RIM ,1DIST TO TRUSS i MIN. 2 PER TR.SS I y ANAL RAFTER TO RAFTER i i ROWS AT 12' O.C. I O / ~ I EXPIRES 7/2/00 BOTTOM CLOSURE. FS 25 FASCIA: 1 x 6 CEDAR ! BLOCKING 2 EACH EW EXTERIOR W.� I Cd1i LSTRUCTION BARGE: 1 x 6 CEDAR 2 . � LELIGER j 2 Rows AT 6 OZ. 2x t�tACf TO RAFTER � AT RAFTFF � O T I NREU��Cr' DOC.�EN�:' SIDING: 19/32' :1"11 SIDING A' GUTTERS: BY OTHERS ANC ' f 4 clt 4 PROPER' JF NOTE ALL FASTENERS ARE 2d CM p I -"1. ^Elz:GN.S If4ORPORATEL A' vEFTICAL GROOVES STAMf1Aff] �fATHY1r FASTFNM[: 1 1 dJ ` )DLRN EIIJLJlN6 5Y5'FmS. ,A DOWNSPOUTS: BY OTHERS I �, � I S7 XS: 2 x w OF STUD OR BTR AT 24' O.C. PR(IIA NER-r2 SEPT. 1997 4C 5 1,0' '0 BE iSEC 4 1 ! VIQE OR IN PART. FOR I NSU-A T I Oh• P r U ---- SPACING I7PE MML I FNGTNin /, r£A j5E OR PRC,IE L T A 'NTERIOR FINISH: 5/8' VINYL COVERED GYP BID. A ur n►wlnxFrn ry 4 4 CLrSSRGOM 4TI ' wA T'Eh a;TKIZA' Oh. (ACTS AS 1 PERM MAX vAPOP BARRIER) ELS aH 3/4' CDx OR OSB OR 6' EDC£ 6d (A99) 2-1/4• V,IRT MATCH SKIING 06 TdG 10• FOLD SCREW JyTER IDR C 1 ' I b( CONSTRUCTION c,�,ur cTlr�cc avPnRTFn, �v `� ! S'JOS• 1 x ,: 4 S'C & HTR AT 16 O.C. (U.N.O.. 19/32• TI-11 SMART CHOICE g• FED CALVANII* 6d )ZED 2'v4 INTERIOR FINISH: 5/8' VINYL COVERED GYP, 9C. ROOF S&ATHK amlyxm LI 7/16' O.SF3. 6• EDGE 15 W. 2' S 2 INSULATION: R-11 FOR SC11JN0 - - 12' FIELC STAPLE I APC 0T Q HER ROOMS ,AAL µcATwnt mor rn it I Q COVER ALL EXPOSEC OSB W/ 5/8' VINYL. COVERED 5/9' GYP. SHEATHOC 7' OIC 6d M I W (,YP, VINYL TRIM AT DOOR JAM SURROUNDS �� EA. WAY COOLER H RDQE CONSTR.t1CT ION I I (Q LL • ,�Ol)VINC FI131ERCkASS CONE' SHINGLES OVER (2) LAYERS 158 FE, T i6 STAPLE A U HAND TAR MIIV. CLASS B o ! I J MOP IN 's1 2-0' INSIDE WALL LINE AT EAVE ROOF SHEATHING: 7/16" WAFERWELD 24/15 FRAMING: 2 x 8 OF •1 d BTR. AT 24' O.C. � i /;> RESTROOM I j INSULATION k-30U W/ FS-25 VAPOR BARRIER j j . (ACTS AS 'ERM MAX VAPOR EiARRIER) 4 I � BEAMS: 1 '12' ? x 2.0 E CONT. LAMINATED b! SIM. • ! - VENEENUMBER R 126 OR ICBG 3575) .-�;- _ _..F ,.EiruVL � OVERHANG T2' x P TCH: 2 N 1� RIDGE VENT Irk � � I L 20 . c-, 77`�tl STUB-OUT FOR DRINKING FOUNT,IIN _ 2-1/2 GAL. \`'1 (OWNER PROVIDED) jT HEATER \�— - R 1' .r A T RESTROOM WATER HEA E �SUL ION ale b I DOOR SCHEOLA.E o NO. WIDTH HEIGH THICK. HADD ' CORE F"ACE FINISH SIZE TYPE MAT'L FINISH AT GROIN RATING ` CLASSROOM B _ _ _ ___ _ ___. ,+,_ l �� HEADER REMARKS I ! I j 3-0, 6,-8, t 3'4' LI f� INS MTL Pi t/2 Ttrp WO PT/CO 4 5/8" 1 _ 4 x 4 OF SdB (lC - --- --- DBL. STUD 3 0" 6-8 1 3/4' I INS MTL PF 112 1/2 _TMP W0 PT/CO 4 5/8" 1 4 x 4 OF SRB 3,-0 _ �s : 6 w-8' t 3J�' SC WD CO wo CO 4 3/4` 2 2t:4 �I Q 8 SILL TYP. 4 3-0` 6-8' 1-3/4' LH SC WC CO � wD CO 4 3/4' 2 - 2x4 5 3'-0' 6'-8' 1.3/4` LN SC WD CO vVD CO 4 3/4' 3 2x4 _ \y rN 5 3'-0 6'-8' 1-34' RHR INS N+1TL PF - WD PT/CO 4 5/8' w - 4 x 4 OF 58.8 7 3'-0' 6 -8' 11-3/4' LI-F INS MTL PF WC PT/CO 4 5/8' 4 4 x 4 DF 58,8 _ � 14 rN o � Il _ NOTES I X TI CAUL AND SEAL ALL EXTERIOR DOORS. 3) ALL DOOR LEADS 4-1/2" U.N.O.UO 2) ALL EXIT 'DIMS SHALL BE OPENAEI'_E FROM THE 4) ALL DOORS TO HAVE A OPENING FORCE NOT TO o INSIDE WITHOUT THE USE OF A KEY OR 1,PEC I AL EXCEED 8,5 POUNDS. M I KNOWI.E.LIGF OR EFFORT IUN.0.1 „_ I I I I in 1 HARDWARE SCHEOULE GRMP h IOMP "2 GROIN '3 — GROUP •4 GROLP '5 C41DY "6 GROUP "7 GROUP "8 t'v2 PAF) OWTS 1.1/2 PAIR BUTTS 4V2 PAIR PUTTS 1-1/'1 PAIR lUTTS O A -+ . DATE: RDRWN 6/27/ ,EVER DANK w LEVER LEVER LEVER LEVER LEVER LE\ER 4p ILL-7- LOCK MJN-LOCK M PASSAGE) LOLx /'� WEATI,RSTRIP OCAPEU INDICATOR LJWAVE WALL STOP WEATI�tSTRIP ' BOTTOM W tNTE(FtA TEL) LT 4 \/ (v ( ?A WN BY: �!'G'1..3 jomy" BO TOM.1 j rt I //I DESIGN APPROVAL. BGi.,3 v2' H.0 THESKI: DEA®Gl T LOICh V2• H.0 T►-ESHCLO ----- 3 ` `� SALES APPROVAL: MECH , ABBFEVIATIONS - -UNIT B - ;- - � -'- - - ` - - - - - - - REVISIONS: AL AL,_MINLIM 'ALK X SEAL INS INSULATED NRW NARROW LITE) SC SOL IC CORE TTP TAPE, TEXT, PT ` -200 A'. 1 PHASE AFF ABOVE FIN. CLR FGL FIBUiyk' ASS KID KNOCK DOWN PF PREF INISHE D SF STOREFRONT VWS VINYL WRAP S1JRR METER T. Ara ST BA SPONZE ANWIZFLi IES K•oIRJOARD LH LEFT HAND nT PAINT STN STAIN WD WOOD JUL 1 CJR CEDAP HC HOLLOW CORE LHP LEFT HAND REV RH RIGHT HAND TIM TIMELY FRAME WILD WELDED I j ' CL' iJICNY OAK L+A _m I'm MEAL MTL METAL RHR RIGHT HAND RE'v TMP TEMPERED STN STAIN WNDOW SCHEDULE DATA LIST FLOOR PLAN SIZE wlhmg 4 LTR, QTY. WIDTW Ff!GNT TYPE F-RANE CLASS SC MAX. U MIN. INTERIOR EXTER i HEADER REMARKS SO. FOOTAGE: TOTAL T728 SF. � EXT. WALL LIN. FOOTAGE A t 6 -O' 460° xO 9A DUAL, LOVN E' .51 .50 VWS 1 x CEDAR 4x4 DF 02 182 L.F. INT. WALL LIN. FOOTAGE: 62 L.F. p PROJECTED ROOF AREA: 1940 S.F. 10255 SW 90th Ave 1 NOTE- CAULK AND SEA,_ ALL EXTFRIOP WINDOWS. SIT2000-00032,BUP2000.00307 _ c 35 0( 38 PRO.ECMLI. ZOOID'•')'% LEGI111LITY STRIP - - c 8 9 10 1 I 12 13 14 1 19 2 2 23 24 25 26 27 28 c -- I I I 01 t3 v e I 141141 sO 02' I�►.h1,.1.1 l.t�,� I L ;.u.1�.11.1..�1.��.L..�I Li.0 L�!I t�t�t_L I I�.I1.1�..L1 l,l !I I I I I I I I I i I I I�I I I I t l t(L I I I I I I I I I I�I I I I I I I I I I�I I I I I I I I I I I I I I I I I I I I I I I I I I!I�I I I I�I I I I I I L I I I!I�I I I I I I I I I I I I I I I I I I I LI�t l l l I I I I I I I I I I I I I I I�' ' I O z .. r r N HCl A B � C r'-- j -- TYF'. INSIGNIA LOCATION �� R1 y1 � AFr+,� PIKES, WWOO ?-Li CiAL 4TR. NTR i W , 36• MIRROR A• RA ra1;P » 9' MIN. M rv- (` t ryf WASH�� 1 O. MOD BATT W/ (2) ROWS I i I i I I I I GRAB E+AFf :L Z ---- I �.• Uf 6r� A T I J►; - ,,�•' i I , I I I I I I ! I C=-------� — F - ------1r :15.3 •� Tp CUSP ^�Q1STf .� Vim. 1 1 . 2t j �7hiAL I I I I777-7 ( xPIREs 7/ `—��--- i ' i I I � G-0' HIGH R+�V PLASTIC I oICf PROTECTh CORNER BATT I I 1 LAMINATE WAINSCOT 1.6' INSUL. AT HOT NATER OVER WATEP RESIST T 'I AINC HASTE a PE, REUSE OF DOCUMENTS I I � 3YP. BO. - TYP. 'HISN ►C _ 'l, AND OESrGNS INC�ORA'E'_ TYP. RESTROOM ELEVAT !ON gn[E�N S Tri RE Mf.IOERti 9'�,,DING >',SrEMS .M AND IS J Tr; BE %,r. �. 3 M1OLE N PAP' ] l.a 310EIR JR aRC.t x C� Ln I m � LL . tt tttt-1, t ftt L TTT- ----j H T LJ I I ',1, L I' " ;—iI! dOARO _._.-I z : IDIN1Cj `� _ S,) QC > I � � Y `n C� LL cl x d I 1 I I I i I i' II I I I I 1 I t I I i I I ' I 1 I I ' Iil jl I � II Illi I1 I I � II I I � l.� �- I Vii" DATE, RORWN 6/270 C1G I DRAWN BY; OF SIGN APPROVAL; WLZ P.T. z x 8 x 7'-0" CENTERED SALES APPROVAL: LINGER DOORS IN LIEU OF 9IRT RIM -_ REVISIONS: JuL :} EXTERIOR ELEVATIONS _ E' SCALA: 13255 SW 90th Ave 5 SIT20170.00032,BUP2000-00307 -_ 36 of 38 �Qr. 2000" LEGIBILITY STRIP _a - 3 4 5 o P_ 9 10 11 12 13 14 1E 17 8 19 ''O 21 22 23 24 25 26 27 26 29 30 i � 1 OI g J�,IB . . _ . , 9 �lll•1Il1,11i� il!II� II11,111JILLI1111ILI111111111I � 1111111I111111111111117( .1lil�11'[1I_IbI(IIIIl1111Oz Oz x x ., L. Al It AFTER �- RIDGE VENT " 2 FILLER 9 i \ 24" O.C. W' 12d EACH END - _ HOLD PL'r WOOD $ ROOFING "�8 ASPHALT COMP. SHINGLES r / BACK EAGa SIDE OF RIDGE TER_ RAF t � - CONT. BL.ITYL STRIP CEILING SIMPSON CS18 W/ ;41 N1C's EA. -END L.V.L. TO EVLI RAFTER -- (31 12d SCREWSIAAfvl y , - r-- \ q WITCH SIDING +K RIM '12 WIRE - R 2 _ROOF '-, OUTLOOKER_If AIHING (2) - _ - -- — AT S EACH SIDE A' S ,� -'-____ '• C LAYERS AT EXPOSED TYP. `��, � wa•;,, 1• G�, ` (3) 5CREWSHANK ULJT OOKER TO RAFTER - fK . .• I R _�_+- ---r - _ I l '•; // `— COMP. SHIPCA E a •.1 .. ... IR•—'_ __ r •._.r —} -h.__„t ` I / -- d Il i>N( i•' '� I i(:i .. 1 `:C��r'_90009 os 111c11' �.r •f_- DDC, T SUPPORT �EKNIRE '2�� -- INSULATION W/ FS-25 —�' \ ' �.._ kf ' I14 ft it y j h ' (8) 5/8' DIA. ALL-THREAD W/1 - RAFTERS •.t NUT S AND WASHERS T-O' IN I \_ 2 x 4 DF L EDGER W/ (2) E ARt;E — / - r + F RCIM END 8 E0. SPACE ROWS OF 12d A l t;' O.C.. LI I `. 1 r; : ?nl: T1 I-t' ' : I: : : i� : Y' 4 OF SUB-BARGE IL „ ,• i .I I ti Y.F a, ! I Y 6 DF OUTLOOKE.R.J ----- L.V.L. BEAM � I ... ,t >� _._- FLAT AT 48" O.C. / INSULATION W/ f i-25 •r- 3/8' ,. ., A vAPOR BARRIER 6d (0.092 x 2-1/4') } t FIELD INSTALLACOUSTIC CEILING 1/2' OUTLOOKER TRIM ------ AT EACH TEE I , i ,ft �' �; THIS ROW ONLY --___._STUDS W/ INSULATION $ s SIDINr -� FS-25 ABOVE CEILING .f I i-7 Lqw�._ i D4 _GABLL� END DETAILVARIES LL1 1-1/ 1' T _____/ r SCAT F� ? 0 ACOUSTIC � TLE -- h �► > CROSS TEE -- - - . .. ! cn ter; 1 YP . � IUEWALL SAVE UF_ 1 ,41L ROOF MARRIAGE DETAIL _ � R RIVET -_ LL . I T AFTER _ _ "/8" x 7/8' .x r ; co T'r N. ANGLE Wk L M rn CS18 W+ (4) N10 s cr FA. FND 12 CL_ IL NG GRID AT SIDE WAL_ 1 Al 5/8. LIIA. ALL THREAD W' NUTS w I AND 'WASHERS AT 8' C" O.C. $. 1.4 r ROM FN[) (AD,uS T ....__ '.'..1 -.._ ......- N ' `' SPACING A_ti REQ'C) TO � ' I WIRE ` + I '\ AVOID 'IJIS1 S) - SLIF�FLGOR ' t I,, I , 44 IIS• 4'-O" U.C. ti" I L. HAMS - 8. I 6d 10.092 - 2-1141 ' I i AT EACH TEE PL AN VIEW AT CORD TIE I ► v � ,rte r- Z •� I ' r (� 5l:AL E; NONE • .. . .,, R >,' i --`� �__ _ .. a � STUDS WITH �\ INSULATION --- - / FS-25 BOTTOM CLOSURE ---- INSULATION ! ACOUSTIC TILE I Irh �v I I r! . Pl OOR .� -_ / - --- SIDING—---_ -- RIM ,JOIST SUBFLOOR MAIN TEE -- Irih^ 6d BOX NAILS SIMPSON LLP26 AT 4' O.C. - RIVET ONE END FLOAT END) l , 4 TYP . SIDEWALL_ F- I. 00R (-_�_ E- TAIL 5 FLOOR MARRIAGE DETAIL ---- - - - ---- -- ----- ---- /8' x 7/8" x 0.02 I I ANGLE WALI TRIM �+ ALE: l lit' 1. 0.. Z METAL �-- SKIRT RIM------- ! - , 13 CEILING GRID A T ENO WALL. ; I B SKIRT 4 � PAFTER W (4) Al 12d E.N. TO L.V.I. -- �� i,d BLOCKING A EACH POST HANGERS TO BE ■r GA. GALV., SCF T MPEALED" r ► II ~ MILD STEEL WIRE AT 4'-0' O.C. AND MAX. 8' FROM ( 1i y LEDGER - END WALLS ATTACHED W/ MIN. 0) TLAiNS '0 T'r P . F=ND W AL L FLOOR_ D E T A L CEILING SUSPENSION : ROT TO v4' LAG U, INTp EtOTTU�t EDGE �' ROT ,JOIST. WI-ERE WIRES L.V,L. HAM ATTACH --- - -- - 6 —V _ -.__ - - . - PARE ROVIDE AYC EO MOFE THAN SLOPING 1 IN 6 OUT OF PUl W. �A TO COL. W+ (4i 12d — -- —� -- — I ,} ST2215 W/ !12) 4 SCALE: 1-1/2. d - 2 x 4 x 30" P�RACE rd TO RAFTER N10's EA( t END - n l� t+ i ,i` Al FIRST RAF TER EA. �. j ■12 ('A. SRAi-4II1 WA(.INL IN I'I t44 _ \ SIDE OF COLUMN EACH RL►tER. VFY r IC AL AwGLE 45 Jt.u (� ' I 1 112' 12" Y ;SPACE MAX 2' FROM INTERSECTION TYP• i L� AKIN(; PLATE , � Lc' ALL WIRES ATTAC,I-ED TO MAIN RIId�:R ( I -- SIMPSON Cr18 W/ � 1/4' DIA, , 3- LAG TU BE INSERTED PARALLFL (4) N10's EA. ENG _ _ — - _ - / O OIREC ON OF WIRE. 1 f l i LLI u,, r I � � Q 45 CEG ,✓ I II 112- DIA M.B. a ! \ 45 ., . • I �t I , cT P. co DATE: RPRM &711 7 ' f PAWN BY: -� WAl_l I WALLx 7MGLExFOR2 w � � ,r ' F R f' DESIGN APPROVAI �JC7L.3 VERT, STRUT AT K A OF �: __- _�__ SPLAY LOCATIONS B "�t " �"t----lLl TIWT T(Jf5 SALES APPROVAL 66 STSM SCREW -- + RF V I S IONS: MAIN TEE �. T�'3'I ' � / 2' MAX. rYP. r ST22>5 W- (12) >� , Nb's E,aL + END -- - -- PLAN VIEW � ' -FOR ALL BRACE L•,•. WIRES V •j FULL BEARING RIM— OR F I LD INSTALL I I AS RE(JUIREG SHEE T [-ND `NAL L C0I _ UMN DDT •SIL e CENTER COLUMN DETAIL 9 DRAFTSTOP DETAIL 1�, CE IL ING BRACING DETAIL �l / v 1.: r o• 4 4 4 10255 SW 90th Ave c Sr'ALE: 1-1/2' 1' 0' VALE SIT2000-00032,BUP2000-00307 — -- 37 of 38 PROJECT NO: �-i LEGIBILITI cTRIP � a 0 2 13 n F 17 18 19 2J 21 �� 23 24 25 26 27 26 29 JG 44 W, ( l OI g 9 I NJNI sOuloz =.(�Ll►�L .Lt1:>- 1( 1J.��w� �,�I �JL�IL�II 1���t�laullLIIII�IIIIIII!I IIIIIIIIIIIIIIIII�I ►IIIIIIIIiIIIIIII!I�Iillllli!IIIIIII111 �►111IILI�IJIIIIIII�IIIIIIIIIIIIIIIIIIII�IIIIIIII�IIIItIIJ-I !III(IILIIILiIIIIII�ILIIII!III OF , LAPPFL T FOF '-V2. y 14) FUT"rf Exp SYMBOL LEGEND ci �$_V2• y 1 � 2' x w' FLUORESCENT _Ay-IN FIXTURE 3' VTR ' 3 TUBE F32-TA PIRES� 12'Tl,(11 TO pPn,p '� - - trt' cw t2+ ; >--o--• 4 FLUORESCENT WALL MOUIN1ED FIXTLf?E R R }1/2' 'r M. 2 TUBE F32-78 2 x 2' 1 V?' v (2)--- LAY IN SI.PPI v" DIFFUSER l� E c f w"sy C 3' v t12) LAV-1 ' ® 2. x 2' LAY-IN RETI.JRN GRI,LE -- Ex1T BGx )NLS T � x _ !1 FV -- GF I C .Ax .: - - - - - - - - - - - - - - I CEILING MOUVTED cxrIAUST FAN - - - _ _.. - MECH �It> - - - , l•' h LTJ) I? RA i-- t-V2' r Jl J41 1t.. : yr �✓v a) 3vw ai a) __ —T _ — -- -_ - �� c�vAt� \�4ti ��= FLUSH MOUNTED ELECTRICAL PANEL QD � �— A f"J CO •88' A.FF. T3' ry I4.I --- t - l riuk.piw, F• cf WALL MOJNTED LIGHT FIXTURE - - - - -- - I / DPW- 7r2a — w m s L --•. PC - PHOTOCELL 6 Fu' �}• y WP - WEAT►fRPROOF --- _ 'f FUTLAEi SEWER E TO M SM. v �� lF1TUR£I �_.___ T /' RFl_i , J ,� —tv2• W rn EXIT LIGHT w/ F3A TERY BACK UP b W/ n VDVal" 300 DOCUMENT` e FM '��A �,,: v In ! INTERNATIONAL SYMBOL OF ACCESSIBILITY•) F uC�. r OROPEP' DUPLEX RECEPTACLE AT 17' A.F.F. (UN.O.) DIA. TYP. •45 � - b f I Y?' �) GFI GF�CUNC) FAULT &"o F F PAP-INTERRUPTER _ _ Ppcl WP WEATHER PROOF I -� �`fR,G`� k' �, I SUPPLY WASTE & VENZ $ SINGLE POLE SWITCH DL DAYLIGHT Z0NE ----- ✓D pl UMB I NG NOTES OCC • OCCUPANCY SENSOR I Altzc�m PLUMBING D I AGRAMSTHREE-WAY --_�\�- -- ,� -1 � �tTJMBING C)<?OP MARKERS $3 SWITCH (O5l a �6 'A ACF•I & SUSPENE F,ELOW -- -- \� SCALE' 1/4" 1 0' - OOR J)ISTS): AJNCTION BOX i .�� LL COLD WATER CLUE/WHITE ,x I t� -CT WATER 17tD J-BOX W/ COND. UP (RACEWAY ONLY) DRAINS FIRE ALARM (RACEWAY Clt Y) I .. ROOF DRAIN WHITE ✓ISUAL ALARM (RACEWAY UNLY) — - yD t 300 I �•• PLUMBING FIXTURE SCHEDULE— VENT CPANGE O •er TO CENTERLINE I It CFM a I CA L . t y o SUPPI_ ' PIPING: TYPE M' CU WA CLOSETS A/V AUDIO/VISUAL ALARM cr we , ACCl.f6�.£ wk- T Mh tb SA vFF T're r Qo![T v?' rw T� THERMOSTAT AT 52" A.F.F. TO CENTERLINE IP A o WASTE PIPING: ABS DWV I -- �_ — 1 1 A I v - -- ---� w • wAu•+amu �v zs K 2 • cw. V7• •rw. $.Vc w ;ALTA 90 — 3i CLOCK RECEPTACLE (120V) •80' � I I n r. F•- o SUPPLY PIPE SIZES BASED ON: I I 100 FT. DEVELOPED LENGTH DISCONNECT I — -- ON wm ;Musa \ I �� aw DoT cr Asctssa>: cxsls yr M. ,v�� w __ ''a aaat.uo.--___- , - - Q --- - -- - --- — _ 300 OF 2 swtt is ,cassa� LAs,s �w +� cw• *,,, w �v ,� - I ' rn SFA SM KINTFD wows _ _ v` --_-._ — _ 46 PSI — EMER6ENCY LIGHT W; BATTERY BACK-UP I —*- � WATER HEA10S STRAP WTR. HTR. TO WALL W/ ✓D r1 M4144 WTA4QI ILC .Lao �,, a1 A' �np�y oyraTA 26 GA. x 1M ELECT. CONEC i ' SEISMIC STRAP W ® CEILING MOUNTED OCCUPANCY SENSOR •8' - T I J w►.2s . G T�-- r u o` �, -- �. -- ------ ,pv ot�us V_A (1) 86 SMST TO TANK AND I 6 ok TAW ELL[ 200D - �b v.— ------ WV WA (1) 3 x 2' BUGLE HEAD SCREW CEILING SEISMIC BRACE ----- � LL GFIc ' I xx WP I �i w►:Sl 'D uK ,,�,�, -- t7Et - loo R,w- - . �e-�•�_-- — - ��, - --- —_- ra �y�„ ----- TO WALL EACH END I I -_ *114 La 14 a. Tom, — astiv- -- ago ---- --- -- aod�o __.-- � • , I ------- _---- � o LAVS TO MEET OSPSC 414.2 O I - I \ II d. o TRAP PRIMERS TO BE MIN. 12" ELECTRICAL NOTES Ifri I - �-- BELL ABOVE FLOOC RIM PER OSPSC 1007 a •86, ® MAIN DISTRIBu-.,)N c COPIDUIT: I PANE. A _ - __-- ❑ SUB-PANEL O HANDICAP ACCESSIBLE JRINAL - CIR WATTS CIR JVATTS CONTROLS NOT TO EXCEED 44- A.F.F. ® METALLIC AND M.C. CABLE TLL 2-1'�2 GAL -- i AMP P � � B � AMP I P � � A B u NON-ME T AL A 1 C SHE A T HEC CABLE 1 W M I ME��+ �1i7 ..A 60 ? -1 6360 ---- LIGHTS FAN 20 1 2 932 — r, I _ 3 6360 LIGHTS / FAN 20 1 4 932 •66•I ` - NC H. UN IT A 30 2 5 3120 DRKG FTNF•UT) 20 1 6 1000 - -' 7 3120 OUTLET 20 1 8 900 MECHANICAL_ NOTES 300 MECH. UNIT B 60 ? 9 6360 OUTLET 20 1 10 900 1 CFM _ t1 6360 OUTLET_ 20 1 12 900 o MECHANICAL UNIT(S): MECH. UNIT B 30 2 13 3120 2-v2 GAL. Wm 20 1 14 1500 I Z -' 15 3120 16 (2) 3 TON WALL HUNG I EAT PUMPS I i - -- — -- - - WITH 10 kw ELECTRICAL HEAT I ----� , I T7 18 --- 19 20 o THERMOSTATS(S): WHITE RODGEF?S IF94-80 I _ v' TOTAtu L PHASE A 23.292 WATTS TOTAL PHASE B 21,692 _ WATTS o DUCT MATERIAL: I 300 — �I, _ _ .--�` Q - _ -- - -- ✓D � � , CFM �a — I FAJ�EL TOTAL WATTS 24,084 TOTAL AMPS 187,43 r FIBERGLASS W/ 26 GA. SHEET NETAL ROUNDS t � FUSS SIZE 200 __-- AMPS MAIN BREAKER _ _ 200 AMPS ✓OL T AGE __- 1'•0 _ t ®FLUSH [IT SURF ACE MOUNED ECONOMI SER(S)= I -- - �� F- O ECONOMISER(S) AND CONTROL` ® NO ECONOMISER(S) I i� i •� 4 --- ---� - — ._ - I C) CL a (s) r to ne 9 300 I Vo cFM I 1— - I I I I I ------ __�.— Lla ILI �V< i , �� 8' DIA. rYp •45'F / _ T3W CO P.FLUOP V TYP, (6) PLACES aANFI a OPT f F �l i \ \, n VD (� 120/240v j OR BY TH{R _Jc�.. ' I _— - - - DATE RVRWN b/27/0 DRAWN BY,^ �7L3 _- _ •88" A.F.F --� DESIGN APPROv AL: WL3 - I - --__�_ - —_----- BARE Cu TC BY OTHERS wr-u IGFIC -- 1 SALES APPROVk: VVATER P:PE IF •� i A-2' CONDUI' A - - - - A� - _ -UNIT B - REOUIREC = aw (2) 30 XH -,-,_ I - �� REVISIONS: •.. (1) 10 XHaW-C CL T C ?00 AMP. t PHA SF AIC RATI�&T).p(Xl 4 PS `� �, - ELECT. PAM � W/ METER BASE AND MAST JA 1 . �f_IFRED jOCAT lav HVACAN41D ELECTRIC PLAN GNE-LINE DIAGRAM SCALE: 1'4 • r-o - ! 6 r. NO SC k E E 10255 SW 90th Ave I 5 SIT2000-00032,BUP2000-00307 38 of 3t) PROICT NO. 20W-ft LEGIBILITY STRIP 0 I 2 3 d 5 8 7 9 10 11 12 13 14 16 17 Ig Ig 20 21 22 23 24 25 26 27 26 29 30 01 s e H'JN I 6�1 C» rf 9 Sr •.�.)�!�>�->rl.� . 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