The URL can be used to link to this page

12703 SW 67TH AVENUE-5 ID A BISSEFT 2 23 .......... BRICK VLNLtK F ft PER ARCH I..... __2X STUD WALL @16 il REGO O.C. UP ---2X F.T. MUD51LL W/ 5/8" WALL cMTG PER FLAN X 10" A.13.5 @ 48" 0.C. iF 5LAB OR. GRADE W1 MIN 2 PER WALL U-1-;------2X 5TUD WALL 10 O.C. STUD WALL Ca) I G" O.C. SECTION # 4 x 24 @ 3G" O.C. IN i--T_ -EDGE NAILLING 5�MP50N SET EPDXY A WALL 5HTG PER PLAN ru Roof 5HTG Pf-K PLAN E-4 DBL 2X TOP PLATE W/ WALL .'-rITG F-tK PLAN 2-X F,T. MU[)51LL WI -518" 3/4"X ! 0" A.13.5 @ 2X P.T. MUD51LL W1 5/8" X 10" A.B.5 @ 48" 0.C. a_ 32" 5PL[Cf W1 4" CONC 5LAB- X 10" A.5.5 @ 48" 0.C. W1 MIN 2 PER WALL CM5TC I G x GO" STRAP 5HTG W/ 1 OD DCS ON TION G" EDGES t 12" f IELD CD W1 MIN 2 PER WALL 4i" 2X BLKG W1 EDGE -GRADE SEC 4 SECTION A NAIL'G TO WALL S-h1G - I GCI @ 81, O.C. / 3/4 A_ #4 VERT REINf 32'r O.C. 2x4 BLOCKING 5I 2x4 LEDGER. W1 I G6 EACH 44 X24" @ 48" O.C. 5TL10 @ 8" O.C. TO BL.KG C:d DOWEL INTO f ND WALL #4 CONT J x C) E-i BALLOON FRAME WALL 0 V#4 TOP * 130T TO TOP Of PARAPET E-4 E Q 0 #4 X @ 48" O.C. ........ <---THICKf_NtD CONC 5LA5 0 81l G" • FTG W1 (4) #4 CONT WALL SHTG PER PLAN ROOF TRUSSES PER PLAN 0 Fly-T WALL 5HTG FLK PLAN -Gil > 2'-0" 0 - OPEN WEB J015-r PFR PLAN tj--- PARAPET WALUP,00f TRUSSES ('5 � TYP P,00f TRU55 LEDGER 4 THICKENED 5 LAB FTG/CONC WALL 2 EXTERIOR FOUNDATION WALL 3 f DN . FTG. @ TRA51-1/RECYCLI NG r4 5C&E: 1'-0" 5 3 3 1" Oil 53 CONSTRUCTION JOINT W/ #4 X 24" DOWELS @ 48" O.C. • THICKEN SLAB @ JOINT t5D @ G" O.C. 3/4" ROOF 5HTG 2x4 BRACING 24" O.C. W1 (2) 1 Gc;I EACH END r 8" CMU ELKS wl #5 VERTS, @ 32" t 2x 51-EEFE-K W1 %12) 1 Gd EA TPU55 2x4 STUDS @ 24" O.C. #5 I;OKIZ 45" I Gd @ 8" O.C. TURN 5LAB R.ElNf INTO 2'-0" CONC SLAB PEP, PLAN CM51'C I G CONT 5T 2X FLAT BL W1 (2) THICKENED FTG W/ 101) @ 9" O.C. LAP 24" MIN A5 REQ'D 2x4 BLOCKING T -t TO 2X FLAT BLKG I GD EA EN 0 V7 !_- -- #4X30" DOVr_L5 EMBED CONIC SLAB CONSTRUCTION JOINT ROOF 5HTG PER PLAN G" INTO EX15T CONC 5AWCUT JOINT AFTER 5LAB HAS CURED =-3 ANGLE LINTEL PER FLAN THICKENED CONC FTG z EXTEND 4" INTO BRICK 5LAB ON-GRADE EA 51DE Of OPNG z > 02 53 Fro %2x 51 :14 PREFAB TRUSS #4 CONTKEINEL BeT--- < TOP --- UJ ............................. .............. WALL 5HTG PER PLAN ---NffW BRICK VENEER Ca > 1/4,11 ROOF TRUSSES PER PLAN CM CONC 5LAB PER PLAN U, Ck N"ri z n CA .73U, CONIC 5LAB CONTROL JOINT PARAPET WALUR001' TRUSSES 9 � P,00f TRU55 DRAGST UT ff. G (77 LINTEL ANGLE/BRICK VENEER OPENING R 10 CMU WALL FTG Cq kn KU35CU: 1"-l'-o" 5CA-L: III - 1,_01, II - 11 -011 r,4 Gil 1 112" 1 1/211 HOLDOWN PEP, PLAN TO GX P, NOTE: 5TRAF hOLDOWN PEP, NOT-P,E: (4) 112"0 x 3 112" LAG E30LI-CONN PL I/2"xG"xO'-9" W1 5 PROVIDE EDGE HOLDOWN PER NOTE: PLAN TO DBL 5TUD —F -Uv I r)E E G E CT5K A5 REQV NAILING PEP, PLAN PLAN TO DBL STUD PROVIDE EDGE NAILJ'G I-CONN OVER WALL 5dTG PER: NAIL'G PER PLAN 3/1 G V 5TAC-G @ STUDS PERK PLAN @ 5TU D5 5TAGG @ 4X CONN PL 3/1 Gx3xO'-8" 112" 0 TIE ROD W1 No. 2 CLEV15 _4 T.O. FOUND WALL CONG FOUND WALL W1 (2) #4 TOP W1 (2) #5 CONT A307 THRD ROD W1 4. T.O. FOUND WALL-- 501, TOP 4 BOTL BRG PLATE * NUT 4, NOTE: OF, 55TB28 A.B. FLACESTRAP MIN 1 -11211 FROM CORNER Of FOUND WALL. CONN PL I/4x3"xO'_G" ........... 4— GxG P05T WHEN HOLDOWN SHOWN ON ..... •"•" EACH SIDE Of CORNEK PLACE G ON ONE 51DE ONLY AND EDGE NAIL TO MULTIPLE STUDS I 1121, 311 1211 11h 3/1 G N HOEDOWN BOLT it _417)4, EMBEDMENT PER MfGK SPECIFICATIONS \---------CONT KEINf TO BE PLACED 0 10 0 0 IN HOLDOWN HOOK HOLDOWN BOLT TO FOUND ('12' TYP SHEAR WALL 5TRAP HOLDOWN rl 3_NSHEAR WALL HOLDOWN 0 0 111 -011 Oil -0" (T) 3/1 G 5 CONN PL WNGN I '- I W/ Oru*rl Hy Checked By (G) 112"0 x 3 112" LAG BOLTS . ...... MoAF 05A Project Number AWNING 5ECTION DETAIL 03-634 4 ;s"'! roto ill JANUARY 22, 2004 lk&L Druwing File Numv 5TEEL PLATE DETAILS t_h E. 1 1'-0` Sheet Number 05-3 67th Ave. 12703 BUP2004-00089 I of 17 PERMIT 53 SET NOTICE' IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT dE 61Z 8Z II►I!111111111111i1�llill�lll�ll111111J1 li�illlllhkllL 6�1 I iL,1 911 1 9 vi el -1 6__JV L 1 XREF Usco/e:i Pelhcole:l PR RwoArod 1911 r BASO11x10 � � I BLSU11x20 L0002JB O[i!i unrNohW i I 1 DESIGN INC. oa 9045 SR Barbur Blvd. I I ( I EXPIRES 12-31-03 Sixit 101 SW 67TH AVE. / SCALE "_>o' SCALE-.' 1"=10' Portla:�d,e OR 97219 PR i VATE �0 5 2.5 SW 67TH AVE. , I (PRIVATE) 0 10 r �, (503) 225-1679 \ (PRIVATE) �` y 10 52. 0 10 Ew ©_ ., xw,a.rexYnl_-.lr'vr�, U. ,._.or .w.rrwa,�•,c_-uvam .•est.. w.o Rrslrala^:.a.+e.wcu ••m ... r r :....0._..acu ..r., ..r:r ..m•.n,r•.-e:.a,r_,xYay. 'Kr. es^wrnr+w nna,-:rrvn test ,q.. +wrn:raar.a.,.nra•w wxasvm' .csrcrx,cx+vrcesw ..n• n,.r, wrn•ur+va,xx..:.r .nn• �.. .wwa.�rawun►.ee ..ae- an s,.Mvw�euNu::auv n�ur a-:m mai, a:.,n :..sa °�nn.uw:+ma.n.r'r .,•nm ,,.ar al..nwv^..mvlran.x, q•.m• w•,. � N - Pn. - .. .._ ., n -. .Ym:wY-rwww,awrv: .rs� •u,+s, ,.:r xr-nRmYmw wwY wan •�uqr w'.+rew ,: r,_wc arses ,w ve�ss+r+aRw..srr� rvm ear•a wr^Rls�.rsls+v.,r.wm �,' ��° 4a� �, �, �, .,,., �,� .-�a,r,,_a,a..,r„=• .,. a,.:. ,.a,.Y,�..:.3M:. _.. ..� �.l,..r.>.�.,-,.a�.. .,�: .._ �.,.,.:.�,�a,_r ,.Y.� .r, � r r. � . N EX, 2.4" SD MA I N(PUBL I C.y . '" 'r� �a X. 2D MA_i N(pURL I Q __._.._.... .. _. ,.. /r�-,\ -gyp--- ��r,- �� ________.'`," �° �era � �N cn w. •. «.n.ar, w� ....•:,.... _.,_.,. » .. ......•« •wn_.,^. ..,.,�..•.. ... ......P... •...-... •......... .........• •,e,,.Y..r w—Y.r .w.w.n• -w..•++.• .;,..«^'�" -.e'.. _-_ _.. _.,. ._._. __ ._. »_ .,r._ ._^... _.. _... _... __. .... _.. ..._. ..... _,.._ _'_ __. _' _ ..._ ._.. ... _ _.. .__ .._ ._... ...�'•'.'^°�,, v.r.,,;� .. .....�«..1�.� ,.... __ -... .. � L_ E.O.P, c� ` .•O.p 7 C/) a [L U2 ? REMOVE EX. CURB 0 .SEX. SAN. M Ip�� -.. �•' r�r fcA _ N. MA I h1 _»___.•._. _SS __......._..:,____...,__._......_. ..�,�..._._... .__. _S a__._.__..__._.�..____.___.,_ _�:.__._.__._.,_..__._...___._.._.._ �c�` __..._._._._..._____._»__. � — r- w z EX. 12" WATER (TVWD) � `w � U / Eft 12" WATER Wco V) y OW __W_... __._..__ ,. ...__,_.,.�sf_._:.. .:_..ti.�yr ._. .._ .,. ..-: _... _ ,�l .... ..,^_r,w, _.•..._._ . .��,.v�.... ._....._.._,•..., _ +�Y._._. w ._.._. � �� w ,.. cD Zn . OURS (TYP La . W,',IYQw',�-wLac�::� .aT�• r.F,':L.1ble.^'.tiYR^ •R �r:`vs71,r�:nR•. .: [. ..t:rr. (t•r,.:. W^:"O PSM. H%^D•'•f.,. MI+X.111Ga.,n^Y-S'ur..�.Y YM�-nrnh.nsrn,.:1_�'�War._..n�a..wl.,i'ru..C+ `r ��w.••r •" rx.x, r,.,.• ._., ..- n _...:n.. es.:•..vwx�•uww,,.mu�.r...w.l^:a. .r .,wnwawe+.+tw.rwn,.•..,.+.•w•..•z•.a+ .sr.._.:,�,�e.u.ru:.r^ ...,.•_..,...rr.:�.•w-w:. X � +, .-•- r.._.....-., �r � r.-.a. ,.;- � _�:..-, ,�.- W �,. .•~a><.:,........�.�r : .:"t o.- ..,-a.r,,..r�:,•,, ...a. 3..•� .�,> .a..Y.,�. ,•� �. ��...r.>W.., '»'^...,._...,..._..._:....-, .�•.•,..�..u»...,�h�,,Y..^. �.:Y�_.,,.. ..a,. �.... IL Y W .... ....,.: 4 . . _..n. A „i .... ..,....,..�.•....• ... ..... . ._.._, ... _..... ...,... ........._ ._' r,...... «_., . ,. .>..—. ter.. »_..........,.r_ ._ .. _ x (n .' ` nrn.:l<.,a.uc,.,a, .r. mu...a, _n... ..r w . v n.>. ,�.a„nn•::v...__.. r.,.a P,vw r .,.-e .u.,w. +s t n'a 'WATER f "t 11„ C W '�� 9,�1 _»•_ ..._. W.M -_...,.,._.. X h;fit(... ,._» .�_,.. ..r.... _._ .._,..... ,_ •..�..._ ...r�.._ _ ..M. _r_. F ..t .. .. .,. _..... ». .. . ' ._.:.,.. .. ..•, _.»_,. _ _. ».. ,. .. _...._ .J Y.' _w. ._.._. ....... $R� F EX. Y... r FFA C d r OI• T, oAR�D) , _ A:_ .� _ ....e.:,.__.,.. IY l W $ I EX. I "' �+•TF:I*; Cr I i'CI" T'{CY, � Q � �� 11 IE '� � ►- 91 Id �I I _� � � N EX. AC 0iii',. f-,WAY `� REMOVED I�'ER .��PPP•Ob EI) I �► ' _ -, ?19�) � ' r' �J. DEMU II ! - Rs�1i��y.�E[' i�'E" APPROVED s,1 cn a a EX. WATER SERV I Cc SHALL_ BE PROTECTED e if .,,,,.•- Y EX3 ;/4" SVM (APPROX. I 91 „ ,,..- s �C Edi• 3/4 WM (APPROX. .�'''� EX. SAN I TARY LATERAL I LQCAT i�3N) SHALL BE PRO ,� 11 UA k'X. SAN. LATERAL I r EX. SAN. LATERAL 11 (APP'RCX. i_QCAT ION) i �) 11 APPROX. 1.C►CAfi e ON) I� EX. KEYSTONE EX. KEYSTONE iI RETAINING ! I ' i 11 RETAINING WALL (TYP) ,_n i i I 11 WALL (TYP) ..N..-- I I ` I� �• -- (� U 11 �,a c� i EX. HOUSE REMOVED I I � I �� f � ! I ~ I +N I = _ I PER APPROVED DEMO I 1- _.! EX. HOUSE REMOVED I �) , I 11 0 I I PER APPROVED DEMI? � IT s I I I I zea ' y „� `98 .__I I___ �I �� ,� w IL l IL I i ! EXISTINC:; U z i I . >ar�,I�li�c� Q - I ( iu s �CIS':'INr ltd ;LOT II C w; I I I � CDY LOQ I� ! I ! I 1=� L�:i;�r t— � � ��---- 11 �-- II ----- I I I � I � i , � � �■. LU 10/31/03 TDM I I \ I .'\ I i I 1 EX. GARAGE REMOVED E� , I EX. GARAGE REMOVED ! PER APPROVED DEMO �( PSR APPROVED DE140 1 I I I W - J a M•r��__:,>�d..,.,ar .r,,,. _,�•. •.�.,.n..rY.,.,,..R„�. .,.�.. ,,, '+•:.YRRtiiYMtNY,,.v«.Y a,.•:, -, r. � I Drawn .B^.y� Ched/a�d 8y ...+„ .sLEa nli ,.']ip}IrMM/YnRMt'1K.Yw T..er .,ed^ W:^ltrr�iY.9ara.T,1. ..W, YnRr•a aM'wr.^•T,u."aa.Yh MM, UrPW .....�•\IAY.It-IWtI• 4WTf 4M,0 ...�I'f1hYRMNI..•�rMtl O`Yn lNfYr yyyp, Yl,w' :•,M.n ,b'rMR1•.^.,r•r1f1.IIYlIr •tltlea e,N+ f;NCJVn.Mf•i,h1•^n•» f,llh Krtl:d e4Y1.1-.�Mtt-I,n •nal +.vwa .,: nart.'.x l.r'r,uT., nnq. l rt ' T.IM GID ... •• * I Y1,N11 • •..a,.V+T,4V.FYerNrM•, • w•wr MN•,IlYPIMWIkLV.vl/ta P.1aY ..r: ,,..,, .a'a+Y.,a•R,nv..,..«, rRa,r, ne+Y. rxw,er_.aveRwe.Yh m,-•�. .•m. •:..a.rn:,+.,n..,,., ,T. ,.a -,•m+ar+wrawarrh.,. ,w'c, w.s,• ,arau:nw:a•,s.,v.. n'.wa. ..aw .nar: !- Projed Number O Issue Date 06104103 Drawing File �r+me • " OD-BISIIDDGII EXISTING -C.""ONDITION f DEMOL ! T I ON PLAN Sheet Number 0 SCALE: I " = 10' SCALE: I " = 10' f V 67th Ave. 12703 BLIP2004-00089 2 of 17 ... •:...::.. :.. ....:.,�,. ',.. ,d;-. :. .. -. ..._.,.- ., .,r..._. r:p•y�•rwwau :,F.�r:,�,�yoa..c'•^....:. r.,,rr.,ar r'k ^vn.p;'�::v,,..:w..fgMppl�rryYT"parf�Y.'9C.�,. .. ..,,... ...,. � .r• .,._ .. .. .. .... .,..._.... ..... ___. rl I I I I I I I I I i I i l l l l l i I I I I I I I I I I III I I ' III III I I N �:, - y _. ,.. _ •:_. MAGEES NOT AS CILEAR AS TYPE HIS NOTICE, I _' I I I I I_I Im l I ' ; ' i i I I I I l I l i l III VIII I III III 1114 I III III III I I III III I I IS I III III V I I I l I III III I I IQ1 I III III III I I III I i I III I I III III I I I I I I III I I I �T-- 10 1 IT IS DUE TO THE QUALITY OF THE No 3e _•...... ORIGINAL DOCUMENT E- 8 Z t�(Z - G 7-._9 Z--- tZ1111 �y �ti � - i� T _6 IBI te► 4 t ib t Etz t i i [ s e L 9 !� f s Z ��»1' IIlllf11lilII (IIIIIIIIIIIIIIII�IIII�IIIIIIIIIIII(ilil,llilllllll111111111111' I 1 1 ILIIII�IIIIIIIIIIIIIIIi11II IIIII�lllllllllill II IIII IIII Illlilllllllllllllllllllllllllilllll VIII II 1I ll►.Illlilll►�1111��111.�11UU111llllJ.11 ��111►��iIIII�NIII XRU UST , !!ilir_ Uscole:I _. PR PsKscale:l Resohod_ b 19180 iP BIS011x 10 815011 x20 B1S011 xb0 DM24X36 ✓�� L0002 _ -__-- C ' 15} �U -----STAMPOI I DESIGN INC. 4�Y !• oaR`" Unnis~ I I 9045 SW Barbur Blvd. EXPIRES 12-31.03 i Suite 10 1 SW 67TH AVE. SCALE.- 1"_-10' Portland, OR 97219 (PRIVATE) (503) 225-1679 M f0 5 2.5 0 10 - MJ fLML' .nq•'m>Lfwimpwµ[m,at ,Mnt .:::+Fr ..m.t*"..nflul}M`[' •ryul [?''.. aArI..TY%.,xxra-.a-J.'H- fIYN .YIA. .K YMr:FY..arN<k�. M:.a: NCM .p.•f..m.VV�NC}frv'A JC[. .:M� ,.':1N'S+4M.CC:ermir NA ff.tY. inrrm.[..lYur•.:.[,9Yt.t .uF1P MYYL .:M.aY:NT-.p.•uatxrw f,:Mt•. •M•..r ILLYNY.N4'.nm.Jr<•,.'rl, �:iv'vT .M4✓ [VV..I_•.1MJifRNtWr••b !t':a Pi.fw !vW}tMM/IOIYJJ Ja+ .f�4 n•YY utl1..YA•fSaLrW:p'�M.:.: y.-'Tr 4p C� acv Z O LIN a � ...... . ...-- aa I br %0 `Z`' _ R-1.75' , O w PROPERTY '`' cn 7.5' R= 1.75 LINE (TYP) �+ M a w ( -, TYP) ,_.... w'f�J _ ... V�.� Fr.,n erw[:[F.urmL�•+nrw.s ��1•.a„'"5•..".s ,.,..+necueu��w+....vJ.•..xr.v... w.n, w.,.avYa+:•A rsk--.:..• -.`�. c .. .�.�+: _ ,.+..._a.s n.vow.wwF.:. en.w•+,.rr.e mx• ,.. _ ,v :.r. - LJ w 11.01 co 26.0 24.0' 1 1 o zi I ........... II I � � 1 22.0 R=3.5 1 j3 <I I L6 s I `-4 I r 49.5 FM --� I I n ► Z uo NI 7.5' �--- 9.0' --� 7.0' �-- 9.0' ,---�--- 8.5' --�-- 8.5 < ' fV ZI rM. c&,11G; 1 r 1 It €r ! ._.. XiaTINx (J 11 ' LANDSCAPED & PARK I NG i► ' -` - ?p {_._ BLD. SETBACK EASEMENT . 1 I i 10/31/03 TDM ►1 TOR ya1 I i 1 < €I 1 RETAINED EDGE O �� 4 U, I O -- X a u 1,. � I t(j11� lry :.�74�J M1&�F.� RLd:CfC:i L'!d1- �M1 va.wn.+a..,..x.<..r .e.r x>s•nrF•,«rm.v.,r ter.:fan. -,.., .,.,,;.r.ryrw.,.-..-H `.-a.,.�r,en-Arc*•,,..rsrwn•p,r ,,.._f•-er.r. .•ne*tiw+nnw..-.,aan..t.a},nvewxv. w:n.y....r. n.F•+-ornurwn of w.a•.ramnm:�:euarv'•�r..:..s. (`OQ oraw" By Chedrad By TDM CHID M+ iI1L'f, YI NMa •M'W � ,'IRLpWRrwfF m<.r, .N^ NMbYY9'vE65!GIA+RaI tmiN axvN ...tbkrtM,tu.9•a^:-.v;- �.wi i Numberroject PROPERTY P LINE (T Y P) X31511leruo note 06/04/03 ^ry Drowinq file Nome DD-5151=2 HORIZONTAL CCNTROL PLAN Sheet Number $ SCALE: I " = 10' m 1 ,v2 67th Ave. 12703 BUP2004-00089 t. 3 of 17 NOTICE: IF THE PRINT OR TYPE 0,4 ANY I i r i I III IMAGE IS NOT AS CLEAR AS THIS NOE I t I I I i 1 l l I i I I I I I i IT L�I. I fl r1 i l I III 1 1 1 w Illllllllllil , I I L I _. I I II .111 I 1111.111 III III III 111 111 I 1111 III III Illllll 111 1111111 111 III1111 I �_ 1 i 1I I �I 'CICE, _ _ J IT IS DUE TO THE QUALITY OF THE IIII sIIII II8IIZ1111111811IZ111, 111L1ZIIIIIIIeII�rZIIIlll9ll��7li 1 I I I6III ZI 1 11111s1 tII ZII 111 I III IZII!I I IIIiI ZIII I 111U1IIZ'�I►1111611 [ II► B11[ 1GrI t eIt I911 1 ,b It 1tGt IZ ji Ii i Nu 3 6 L 1 11111111 24X IIII111 ►► I I1� UII111t1111111111IT1s LI 1 11ORIGINAL DOCUMENT IIIIINIII XREF s:I ST L tscalcale:1 EROSION C. O N TR 0 L_ NO TES Psltscale:l ---- -- ----- _ OAC �' 19990x,• Resolved 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND 8601100 MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH 01MON - 61SDI1x2D I I LOCAL, STATE, ANC FEDERAL_ REGULATIONS. 81so 11 x50 13601 1 x70 D842036 I I I 2. THE IMPLEMENTATION OF THESE ESC PLANS •• AND CONSTRUCTION, MAINTENANCE, DESIGN I IV r. LOG02 REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE Q --- STAMPGID / \ CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL P�,11`FP G�'SS Sp. X045 S11 Harbor Blvd. EXPIRES 12-31-03 uniesolved III JURISDICTION AND VEGETATION LANDSCAPING IS ESTABLISHED. THE DEVELOPER SHALL BE Mr • , :; Suite 101 _ l \ SCALE. 1 "=10' RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE LOTS ARE �c, 4 c �� \ Portland, OR 97219 SW 6 7TH AVE. - ) a SOLD. 5� P • b 509 225-1679 U'D (PRIVATE) 10 5 2.5 0 10 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY D . .o a , e Q . - - ---- -- - - --� - -� - - _ _ - - -- -- -- _ - - - - - - -- - - -- -- -- - MARKED IN THE FIELD PRIOR TO CONSTRUCTION. CURING THE CONSTRUCTION PERIOD, NO '•" a .. ° 'o ., N -- DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE MARKINGS SHALL p. a V. ; . •. . o N ® / _ EX. CB BE MAINTAINED BY *THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. °. ° a. U Z ' ,i RADIUS = ,. o. a • ° _ 25 ;AI14. a. r o- . .v. Q CNAEX. 24" SD MAI (PUBLIC) % \ 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH - sa -so so -- so - so- - _s� - iso`- - - - S� - -- ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT „_- o ;0�F 4 55 Cly d _ _ _ _ __ _ _ _ _ _ _ _ _ i _ _ _ _ -._ - - - - - - - - - - - - - - - - - _ __ ` _ _ SEDIMENT AND SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE �YSTE.A, CLEAN PIT RUN OR c MINUS GRAVEL � ` � dr �' - --- - - - - -- - ' T - ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. SUBGRADE REINFORCEMENT Y e•Ap�k.`'c' a�A 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED GEOTEXTILE, AS 1EQUIREO " SITE CONDITIONS. DURING CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE 8 MIN. �, Q 4 Y N UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT *20' MIN. FOR SINGLE FAMILY DEPTH I • � a- AND SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. � AND DUPLEX RESIDENTIAL � � Q 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND � 3 - -- -• -- - - -- -- - - - -- - - - - - -- - - -- - - -- - - -- -- -- --- - - - -- - MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. ENTRANCE I-- I , 0.00 MATCH EX. ACri GRAVEL CON S TR U C Tl ON E N TRANCE_ 0 ;� C ASSUMED AP, DATUMN 7. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MOR£. THEN 1/3 THE BARRIER }- r.- EX. SAN. MAIN HEIGHT. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO C2.1 N.T.S. � - -SS -SS- SS SS -SS-- -- -SS SS - PAVING. THE CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE J u DOWNSTREAM SYSTEM. EX. 12" WATER (,TVWD) N I -- 99.48 _ a W W _W -W -W -w E. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION 98'96 AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF -j� _ _ THE PROJECT. 1p W I I I EX. 12" WATER (CITY WOF GARD) I W- -W W W x 9. STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT ca N I I I I i i I SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. 4q IO-BAGS to99 6 I 10. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. I I I I 2.1 I I c c I --g g , a II II II 11. SEEDING SHALL DE PERFORMED NO CATER THAN SEPTEMBER 1 FOR EACH PHASE OF .•. FLOW W CONSTRUCTION. - - - - -tt - - - 100.19 " - - - - I - GRAVEL CONSTRUCTION ' .o - - - - - _ I ENTRANCE TYP � L = _ _ - _ _ _ - - - - - - � _ ( ) 12. IF THERE ARS EXPOSED .',01'-S OR SOILS NOT FULLY ESTABLISHED FROM OCTOBER IST � - I 1 THROUGH APRIL 30TH, THE WET WEATHER EROSION PREVENTION MEASURES WILL aE IN Z 8.18 1 99'70 I C21 EFFECT. SEE THE EROSION PREVENIION AND SEDIMENT CONTROL PLANNING AND DESIGN o I MANUAL (CHAPTER 4) FOR REQUIREMENTS. a, II EX. 3/4„ WM (A PROX. 98,44 Ems~ I 13. THE DEVELOPER SHALL REMOVE ESC MEASURES WHEN VEGETATION IS FULLY ESTABLISHED. - �I II LOCATION) 1 -_ SECTION A-A - - - - - - -- - - - - - -- - - - - - - - - --- - -- - - - - - - - - - - - - - - - - - - - - - -- - - - EX. SAN. LADITCH INLET IITERAL _ II (APPROX. LOCIATION) SEDIMENTATION 1 FENCE (TYP) PL AREA DRAIN - TT- --- I I I I _ I! A A i 3 z ��_ Q.) Z II t I c2.1 Z T- c O II MAY BE USED SHORT TERM II W/ UTILITY WORK AND W/ PHASING OF DEVELOPMENT A A FLOW CV O D I I 1' TO 2' RETAINING II U WALL IF REQUIRED E Cly �X. KEYSTONE --- -- 0 � u- 98 2 3 _ s I RETAINING WALL - i-- 98.80 I--98 -- J O -- EXISTING �I w U J C. 75 98'83 i I EXISTING ' PARKINCx I I �' a - - _ - - - - - - PARKING _- - --- " PLAN LOT I I � LOT II .88 i 98 1 MATCH EX. CURB I-- --- J CATCH BASIN I� I 1 ELEV. 99.11 - II 99.20 - 98.61 99.24 T TEMPORARY BI 0.F I L T ER BAGS �� II 2' TO 3' RETAINING C2.1 N.T.S. z i WALL IF REQUIRED0 � FILTERUSE STITCHED LOOPS a FF 99.20 FILTER FABRIC MATERIAL FABRIC `OVER 2"x 2" POSTS I ' I 36 WIDE ROLLS MATERIAL I' I SECTION A - A N.T.S. - � �0/31/0s TDM 1 I1 I PROPOSED I� ,, o I � BUILDING 0 tV I N s,, 1 STORY S PL � .� 9;7 c° ,� II ' RETAINED EDGE 1 TO 2 FOOTING- 6 MAXIMUM SPACING FE REQUIRED RTAINING ALL FINISHED FLOOR -° FRONT VIEW SIDE VIEW EX. KEYSTONE � \� RETAINING WALL ANGLE BOTH ENDS OF FILTER FABRIC r I I I RETAINED EDGE ,FENCE TO ASSURE SOIL IS TRAPPED o NOTES:_ oro.e ey cA.ol.d By !MINIMUM OWNER IMEMEN/ �� . ..� L` „ TUM 6 I C -- - -- -- - - - - - - I- _ �.�. ..� ..� .... ..� -� ----- _- -- --- - - 1. BURY BOTTOM OF FILTER FABRIC 5 VERTICALLY BELOW FINISHED GRADE. INTERLOCKED �„ Number 2% 2" POSTS 2. 2„x 2 FIR, PINE OR STEEL BISI1 AND ATTACH FENCE POSTS. WW. nae. 3. STITCHED LOOPS TO BE INSTALLED 06104 j03 o LDOWNHILL SIDE OF SLOPE. EXTEND BUILDING �� Fie _aD--�ls,lc2� FOUNDATION 2' TO 3' IOP VIEW 4. TRENCH .T ALL AREAS OF FILTER FABRIC t GRADING & ERO.-SION CONTROL PLAN - - IF REQUIRED Number 3 SED T F TA CE � SCALE: 1 10' C2 /-M-EN, N.T.S. C, 2 I ca SECTION B B 67th Ave 12703 --_ ---- euP2ooa-000ee N.T.S. a o1 17 k -til I III I I I I i I III I I I .... I I I I I I I r l t l � r r r.� r r ..I r i r i I I III t t i t I I I I I ►ri I I I I I I Irt r Ilr r il r t i r tit I I Ir � I t i I I r I I III I I I I I I NOTICE: IF THE PRINT OR TYPE ON ANY I I I III I III I I III~ I I I I I I I III I f III I l I I I I I I I I I ' I I I I �' III I I l I I I I "`j"� '� s ,z00 5 IMAGE IS NOT AS CLEAR AS THIS NOTICE, fI.ILIIII,II I-II_I-A-II---IIIIIII-_III_IL--II I.IIIII-II�I -IIIIIIIIII--.-I - I�I ------- -I- � -__ ----- - 0-__ -- NI-o.341IT IS DUE TO THE DUALITY OF THE ORIGINAL DOCUMENT elt -i- lo-•�_ Z T_ rIIIIIIzIIIjIItjjIj" II1zIIIIIIIIIIIzILIII111111 11ll1JI, 1111�IIItIIIIIIII1i11111 U11 1. 1Ia _N", II XREF UST _. ,� 0 PROFFf�,, sasssv:mss LtscoN:i 1191160 'p 9 PNtscnN:r c� r•' Resolved BISO 1 ix 10 &SOI 1x20 ✓�/ V x011 x50 &51711x60 915011x70 D812IXJ6 DESIGN INC. �• °P L00029045 SW sr t 9045 Sll �3arbTir Blvd. EXPIRES 12- ------ / Suite 101 u^_,..o"d I Portland, OR 97219 / SCALE.• i"=10, (503) 225-1679 C! W HAV . r/ r4 I E-4 _ (PRIVATE) \, 10 s 2.5 0 10 (� ::.:-r: -- rraaww,nr:,a+a• rax.•, wcr. nssrra.a.,urr.••r .::a,. .wv,.. ac•»sa•sraxgv.:r+.x,` rx.: Aceto :.+.nenuaanm..,: ru:r r ' •n.rv:arMs.av ware+ wu::. ..sem-fawrsaaaevr •weyn .•aowxr,,...a,.z. z :u. rw1a. . r .. .... .,. •uaa" rm ..,rv,.,;a.:rt.m,w.c: • t0 Ex. �V Sly MAI N(PUGL I C) �''`� _ �_ _ __ _.__�_..._.__w ��ID _.__. ..._._ _ _ - __._-...SD-_ --,rte-••SD .. _ C�� REINFORCING BARS WITH _ 12' O�ITLET -' - SCJ M MINIMUM B' OVERLAP FOR PERIMETER SLAB CARTRIDG FLOW STAN PIPED ON GEN[SfUB 'RAL NOTES: - W Q (BY CONTRACTOR) DEEP VERSION CE -- -- *11, (I B q 1.) STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON (800/548-4667). w 1 _.__ .__ 2.) CATCH BASIN MUST BE SET LEVEL. >C PRIOR TO CONNECTING 3.) EXTERNAL PIPING AND COUPLINGS TO BE PROVIDED BY OTHERS. x TO EX. STORM MAIN, "' r _ 4.) FLEX19LE COUPLING TO BE USED AT INLET do OUTLET. FERNCO OR ENGINEER APPROVED. CONTRACTOR SHALL VERIFY I I y n i n 5.) PERIMETER SLAB 70 BE PROVIDED BY CONTRACTOR. 31 Cr� Q lL EX. SD S I ZE AND I E t i A 6.) STORMFILTER REQUIRES REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE O C/] a A MANUAL FOR DETAILS. I I 41 IN7 _ _ 7.) CATCH BASIN STORMFILfER STRUCTUhAL SPECIFICATIONS: h 54.5 LF 10" SD PVC ____ _.__ .."_ .,.....,_ �._... ."._... .'_,.__.. __.__ ......,... ..._.... _.,._... .._..... ._... _ _. �.} LOAD RATING: 20,000 LB � U � a CONSTRUCTION: 1/4' STEEL PLATE r I LATERAL (PRIVATE) a1 .._..... _ -- - __...,_..___ _CJ`..-E._X_a_______...._.__._....._ _ _..,.Y�'--.....,..•._..__•�I.............._....__.....__.J.? _.._. ,jJ J.) COATING: COCO RO N RESISTANT, ESISTAN , ALL SURFACLb UNIT WEIGHT: 775 dSAy. MA! INLET GRATE: DUCTILE IRONM I N. S-0.0 i 7 � r PERIMETER SLAB: REQUIRED u -Q ..�..' 7,n. w Z EX. 12" WATER (a'VWDa :f ., ._._ 4 � �+ '�° u..__.. i � i �., . ..,__ .,_... —_.. __. ._.....o �w _ W LIFTING EYE (TYP) WLft LLJ (O Q _ _. _....... O (r . - '�:11J.:..,...•ra.uca„r>f—.Lid .. w a.r•as.usai,_ .may. w,..-�,.O.uyY •v:a,sw+:.rs«x:.r:mr+=..-mm:ex urc. .w:mu.!.n:xr:uc:o•,•.a^n.•:sa.• :wcr ..ea-.wx•.vn.<u n•nwswwa nnw•tWw sn.+veum .amaaomeruun:^wra^.,,..rcaysu,•mvx.x...wwxrnn.c+.aeur•..w-u:s.wuay. >..oxa,esme,+rm..a:a....u+e•w..a.wy wunar+a.a-::w+.,n*".•a ..r..rw..,n-rr..r.mmAwn.wnas.axw.w.n ...•w..u.+ � J � '� _ w r 27- / 27-3 p IN PIPE in X N `� 4 e _ .. t...... r. i..._. _,.., _.,�. « .._._ _.m. F �. .a,. . _..a.. ... �.....,,.. ,.. ... ._a y x SOLID 4 INLET GRATE D SSTUB (OPTIONAL) i w� 34" LL �. _ ._ : _. ...__. . ..R ..tow.._...._.,«_.M_...._.� _,.... ' ... �..- .� trei... •W RELOCATE EX. 3/41' ,M. o z N v W J e I's f �a 1 Wr 'i .Ft i TY OF T i S ARI ) II EX. 3/4" WATER s CONNECT, & EXTEND `n _J J Q j tl 11 I II SERVICE LINE SERVICE LINE Z '� `a Ii ! CATCH BASIN STORMFILTER - PLAN VIEW � Zr 3/4" 1 RR I GAT I ON WM 1 m Cl I " DOUBLE CHECK o Q I I CATCH BASIN STORM FILTER PERIMETER SLAB Q 3,000 PSI UONCRETE 2 V VI .... R I M 98. 1 8 „ ( ) �o -- moo, WEIR OVERFLOW _To OUTSIDE of RIM_ 2-#4 REINFORCING BARS I BY CONTRACTOR iNsioe R,Y INSIDE' _ _ ___ _ I I E 94.88 10 OUT (E) C3.1 (BY CONTRACTOR) 41 0 — I E 95. !8 4" I N (W) _ o Z I (DUE TO DEPTH LIMITATION,M I TAT I ON, CONTRACTOR -- I I W C� I I I SHALL POT HOLE EX. WATER AND SAN i TARY I F.X. 3,/ivl WM ,A PE"0,% La I I � ) ;I PRIOR TO ORDERINC Nf i H I S FACILITY) O I1 _OC I OIC �...._J 6I Ic: 1E FlLSER rPT't �;X.. Cr"A11 ,.rr X11► 1 — CHAMBER ►- II !! f r_ INLET II IE I scum �►i CONNECT TO EX. SAN. , o BAFFLE II LATERAL W/ FERNC'J ' , -J Z II I COUPLING & EXTEND 1 12' OUTLET PIPE I i S=0.02 (MIN) STANDARD ON / '� OVERFLOW . . __... ._ . / � WEIR WITH- CHLTER DEEP VERSION �' FlLTER CHAMBER INLET/OUTLET CHAMBER CLEANOUT OUTLET d AMBER n CLEANOUT OPENING 1/ \ IN OVERFLOW WEIR — —zao' }----M.a CL I t r CATCH BASIN STORMFILTER — SECTION VIEW CATCH BASIN STORMFILTER — SECTION VIEW B•.-g O �. SCALE- N.T.S. SCALE: N.T.S. n'. ,_,,.... The STORMWATER NA�NAGEMMT to `U .. Sto tt i X U.S. PATENT rNo 5.22.629. NOTE: SEE DRAINAGE REPORT FOR CALCULATIONS AND SPECIFICATIONS. No. 5,707,527, No. 6,027,699, 1� t` S OTHER U.S. SEE MAINTENANCE NOTES ON THIS SHEET. � N t I k 6624676 AND oT - W LU }-- _.___ AND FOREIGN PATENTS PENDING II LANDSCAPED & PARKING BLU. SETBACK EASEMENT 3 43.0 LF 4" SD 1 LATERAL M I N. S=0.02 C. l CA TCH BAS 1 N STORMF 1 L TER 0 C3.1 N.T.S. r= I C0 7 ! 10/311/03 TDM CATCH BASIN STORMFILTER MAINTENANCE NOTES MA I NTENANCE PROCEDURES FOR TYP I CAL CATCH BAS I NS CAN BE APPL I ED TO THE CATCH BAS I N STORMF I LTER (CBSF). THE h I LTER `'ARTR I DGES CGNTA I NED I N THE CBSF ARE EAS I LY REMOVED AND REPLACED DUR I NG MA I NTENANCE ACT I V I T I ES .�.CCORD I NG TO THE FOLLOW I NG GUIDELINES: F ACTIVITY _ ESTIMATED TIME (MIN) EX. KEYSTONE RETAINING WALL I. ESTABLISH A SAFE WORKING AREA AS PER TYPICAL CATCH BASIN SERVICE ACTIVITY 3 ITYP) 2. REMOVE STEEL GRATE AND D I AMOND PLATE COVER (WE I GHT= 100 LBS. EACH) 2 ( 3. TURN CARTR I DGE(S) COUNTER-CLOCKW I SE TO D I SCONNECT FROM P I PE MAN I FOLD 3 4. REMOVE 4" CENTER CAP FROM CARTR I DGE AND REPLACE W I TH L I FT I NG CAP I t 5. REMOVE CARTR I DGE(S) FROM CATCH BAS I N BY HAND OR W I TH VACTOR TRUCK BOOM 4 -- -- �` I 6. REMOVE ACCUMULATED SEDIMENT VIA VACTOR TRUCK MIN. CLEARANCE 13" X 24" 2 Q -__--- 7. REMOVE ACCUMULATED SEDIMENT FROM CARTRIDGE BAY (MIN. CLEARANCE 9.25" X) 1 1 ") 2 -+! N I I 9 8. RINSE INTERIOR OF BOTH BAYS AND VACTOR REMAININGY WATER AND SEDIMENT 4 3. I NSTALL FRESH CARTR I DGE(S) THREAD I NC CLOCKW I SE TO P I PE MAN I FOLD 3 I BY '99— 10. REPLACE COVER AND GRATE 2 °'°""" B'' Chocked I I. RETURN OR I G I NAI. CARTR !DGE;S TO STORMWATER MANAGEMENT FOR CLEAN I NG AND MED I A TDM Gil) .:.:. . .,,•.� .a. DISPOSAL.I . N ::.w/:�Ols.larvv:la..eM<r.r,.-. •IN.wav .K<•f.•en >... wMs.Y.Wn.:e.o!•i.wwJnw, v,.n.MM"Ma a.lav.Nw.'N..m/YalO1..pG.a.Nw.Y•.• M/.YCpIYlaTLa?:.Mlv'M: M:.lvnr.V.4.+iw..r�wl.v.4Mi,M5•Y A:'rWE1..•a:YA..Nsr dnK•.w•s ar.sAMPtlroYU WaH:. •.4.N •.VIwrOMN4M9Y.,I.V. .r.;IM •M/41C M1 Project Number I`° MEDIA MAY BE REMOVED FROM THE FILTER CARTRIDGES USING THE VACTOR TRUCK BEFORE THE CARTRIDGES ARE REMIGvED E3IS11 �u FORM THE CATCH BASIN STRUCTURE. EMPTY CARTRIDGES CAN BE EASILY REMOVED FROM THE CATCH BASIN STRUCI'URE BY housMe HAND. EMPTY CARTRIDGES SHOULD BE RE*,SaEMBLED AND RETURNED TO STORM MANAGEMENT, AS APPROPRIATE. 06/04/03 p Droning File Nome ' MATERIALS REQUIRED INCLUDE A LIFTING CAP, VACTOR TRUCK, AND FRESH FILTER CARTRIDGES. CONTACT STORMWATER DD-BI$IIC31 MANAGEMENT FOR SPECIFICATIONS AND AVAILABILITY OF THE LIFTING CAP. THE VACTOR TRUCK MUST 13E EQUIPPED WITH A NOSE CAPABLE OF REACHING AREAS OF RESTRICTED CLEARANCE. THE OWNER MAY REFRESH SPENT CARTRIDGES. Shoe Number UTILITY PLAN s REFRESHED CARTRIDGES ARE ALSO AVAILABLE FROM STORMWATER MANAGEMENT ON AN EXCHANGE BASIS. CONTACT THE -- MAINTENANCE DEPARTMENT AT STORMWATER MANAGEMENT (503) 240-3393 FOR MORE INFORMATION. SCALE: I10' II ESTIMATE 26 MINUTES OF SITE TIME. FOR UNITS WITH MORE THAN ONE CARTRIDGE, ADD APPROXIMATELY 5 MINUTES FOR co M3 a ] o EACH ADDITIONAL CARTRIDGE. ADD TRAVEL TIME AS REQUIRED. m 67th Ave. 12703 BUP2004-00083 I 5 of 17 II IIIIIIIIIIIIIIIIIIIIill � llIlllllllllllllllllilllllllllllll ' IIIIIIIII NOTICE: IFTHE PRINT OR TYPE ON ANY �IIIIIIIIII ' IIIIIII � IIII l I 1 . II II I I I I I 1U IMAGE IS NOT AS CLEAR AS THIS NOTICE I -- 31 - - 41 - _I - � -- I -6-L - -I--- 1 -I gl -----I -_- - L-- - -- - --- C _ _ - l IT IS DUE TO THE QUALITY OF THE Nr 3a ORIGINAL DOCUMENT 18Z 8 7 G Z 8 Z Z r Z XREF LJS7 Lhtcob:l ----- X40 PROF 4' 19160 'p li�wolMsd. �� as011x10 pSb11x20 sm I I x50 D942036 15 srAMPOIo DESIGN INC. RY 1. DAR UnfModwrdi 9045 Slf Barbur Blvd. EXPIRES 12-31-03 Suite 101 SW 67TH AVE. SCALE. U=�o' Portland, OR 97219 (PRIVATE) , - (503) 225-1679 a ,.... ..r. ww.• ,., y-,,.�,�.... y,✓ 1 d 5 2.5 0 10 W ® 4� .r.. wn w•w-..w•'..•a-.:�.essw, ��..� +sw.^ r,:nr_,.r�•.aa.� .ueo, �,ry e.v^a.e.rm•:.ew.r, .�n�. •.� <un•.r+±.wem - .w-r. .wn r..aaiowawe,rsvm ..w wo uw rnr.. .rr. .•wn. w..w .wu wn.sfrrw r..�n ,•.. .:,�,.�,..�•.x,. .•.. :- �,. .�. .w.r.�k.w.., .,. .,., 2"x 2" P.T.D.F. 8'--0" Tree Stakes 41 " Do Not Penetrate Root Ball. Stakos r 6N fi Per Tree – One Coat Olympic Main14 EX. 2411SDMA I N(I'UBL: I G) #713 Required) D SD— SD V. _ Cq •-`'� .� � Tree Ties Rubber Hose w 12 Gauche co �. Tree Wrap – From Ground To First a -- r � --branch. Z Z 70 t p Cut do Remove Bottom Of Wire Basket V) emove Burlap Twine From o -1 X / Of Bail Afjer Staking. Place Top f {, Rootball 3' Min. Above Adjacent Q LL • / Finish Grade. w r Q _..�__ _...�... __..._. ._.._._ _..._ .._._... _...,..... ___. ___.. ..,.._,_ _..._.. _._... ..._.... ._.._.... _-..... ._..._� _._...._ ._.._._. ...,.._ .._._._. ._...-.. ...�.... .__._. c Mulch Circle Water Bain I 1/2" min. � F Depth. 0 SS- _.._._.� _.._ _ .._... _ �S c . _...__�w....____._SS _wK_._...� , Mir,. 24 Wide Bark F- h _ _SS »P�� Turfreal. Mulch Circle I n _ Q Backfill Soil Mixture As Specified. $ ----- --------- ----- -� Q 4 n ::.. W � N O � tD (n M w . � w r, wG,. �,• w,.�-�. ,. •=x..•, �:.. . . . .,�...� _ . .�,:.. ..- ScarifyWalls & Bottom Of Planting - . - i -� -x�w2ri,.. .r:.mmea.-,o....,.�.w.nunaxsKwue+m,.r.........x., ... .. ..arwRa�.wr+�-nim:..-..r.Kx•,.:.mr� ,,.-.. ...u._v_e„ n. ..-.w,c_.w..wxv.c-.ue..,w,::.xe„•�.w.... w YL/ � w vV) " ��- `� I a I� __ Tmerca�t Ba ndz ae a Model RB- 18 _ 3 g As Distrubuted By Horizon I nc. N �, N a s Chanticleer Pear T of 2 Set Rootball On Undisturbed�d rbed Soil. �1 d BEST–FAKS As Speci-fled. I” I Trees & Shrubs Typ. 1 ! _._ FT� ;Kinninckanick 018" O.C. stag ereai 2 x Dia, of Root Balms — . OrlF - 16 �" I TREE PLANTING DETAIL – SHRUB PLANTING SIMILAR g1 Oregon Grope Tye. of 4 1l--II II II Il.-�. 1 ( 1 d I I a NOTES t� -- p r C I I. B&B STOCK MAY BE SUBSTITUTED WITH CONTAINER STOCK OF EQUAL GRADE. — 0 I• 3 ��- -,, 2. CONTA I NER STOCK MAY BE SUBST I TUTED W I TH B&B STOCK OF EQUAL GRADE. �J 3. PLANT MATERIAL SHALL CONFORM WITH AMERICAN STANDARD FOR NURSERY STOCK, �✓ ANS I Z60. 1, 1986 ED I T I ON. 4. ALL TREES SHALL BE BRANCHED. 5. MULCH ALL PLANT I NG BEDS W I TH 3 M I N. LAYER OF SPEC I F I ED MULCH. c.s V. �\ d . t 6. 1 N THE EVENT OF A D I SCREPANCY BETWEEN TH I S MATER I AL L I ST I NG AND THE E � 4 +� DRAWINGS THE DRAWINGS SHALL GOVERN THE PLANT SPECIES AND QUANTITIES REQ. .� { z ��t\ �� ; I 7. 1 N THE EVENT OF QUEST I ON OR LACK OF CLAR I TY ON DRAW I NGS LANDSCAPE Q CONTRACTOR I S TO CALL LANDSCAPE ARCH I TECT BEFORE PROCEE6 I NG. p/ 8. LANDSCAPE CONTRACTOR IS TO NOTIFY LANDSCAPE ARCH!TECT PRIOR EX15711"1C c XI c: \�` { TO !NSTALLAT I ON OF PLANT MATER I AL / GREEN SIDE UP. 9. ADJUST PLANT LAYOUT 4S REQUIRED TO FIT IRRIGATION COVERAGE PATTERN. al Q LOT W 5Y I 6 I I I II { r Cimmarow Ash (Typ. of I) David Viburnum (Typ. of 4) co 1 I• � , P F11 10/31/03 TDM S7 RY A f i � _.�.�..�.w_... ..._w..,...w_wJ �.` . _"'"•'_`"•"•_`.�' "'.�'_.____._"•' Kinninckanick 018" O.C. staggered W O 0 Dov;d Viburnum (Typ. of 3) - • .•n•.' ••.s.•r -."-.:.,�. .h^„•t' _,ewn..:f^t!.'nrrn NYh•.r+�t!...-., e..Kn.s:�.IM.u.N..°x..sa•,urvw,,.w/o ..,s�,.ItiK`.x'i.SMsrt+r..wY+.a.wrRw.�' �r�r+�••...,Tx.•m.m..,. n r1MP1Yl:. ,TCYfAMb.W. �I.14R911ti 4iaugav K•A•Y ..Uru Wsl.w!'M,Y+RIet.11l.e• nS.M I.MM.RM.IMY..MYI tAM ..VM •.Y Drawn By Chw*ed9y ,* •••. �....r MRv •var. .w.s_warw..asr ,.,r.. mem ..0►awe.:-.w..waa.rnrw.e•eewr a..:x.e�w.narnrre_,r=-. 1 4/'M GV N ' David Viburnum (Ia. of 3) Vine Maple (Typ. of 3) Proms Number 0 BISl1 Otto Luyken Laurel (Typ. of 6) ate,. oat. 0 06/04/03 Drowinq File Name U L?T�-BISI1G41 0 LANDSCAP I N G PLAN Sheet Number g SCALE: I " = 10' g 67th Ave. 12703 DUP2004-00089 6 of 17 NOTICE: IF THE PRINT OR TYPE ON ANY I ( I I I I (!� ! IIII I � IIIl1If�l1lll f�'rliTTll1�1�1 l�lli I I�IIIII IIIII � ! IIIII�IIIIIII I IIIIIII IIIIIII IIIIIII VIII III � IIIII I �IIIII Illlill IIIIIII I � III � I VIII I I_ - - 11-- - ?l -- I 31- - - ---� ! . 1-- g toI I I ii I i�! �,n -5 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1___-�._-- -_ -1._ . - ,J IT IS DUE TO THE QUALITY OF THE No 30 ORIGINAL DOCUMENT E 6Z 8Z III��III�IIII III► ►�IIIIiIIL� �II � Z � ►I id7 -r 1ZIII1Z1111 i IZIIII9IIIII ►��5It1Z►1 ��11I► II( IIIS IIII�►I8IIIiIIII�IIGII�[►II�II9IIItIII�iII4IIi ibt [:[ ZTt _-[i t 6 9 ;G �9 9 ii £ Z t�.�,w I� ��►IIIA �� ►1��!�� II►►I��lllll ►� I� 11 �� ,, �� rr � II IIIIIII�IIII� it��u�u��l�ulll�� ull�uillll��,uliii IIr1� ;t { a OFFICE COPS' .y - y1 a D 10 A. BISSETT 2 23 PROPOSED NEW BUILDING FOR , R RECON OF 0 r � 0 .��± N �— r•-� N Cn f L4 � 4 E.. a IL c 0- Cn :3 i on 7 UE0u .4 1 3 S W 67t h AVEN It� .2 4 �-� N e 9 T 0 R z � I MATERIALS VICINITY MAP PROJECT DATA INDEX OF SHEETS ii ! i=1 I Iii I I-i IN WOOD "'G MEMBER � G,�i COYER SHEET ( TIRO" TALC MAP 251 IAD Al SITE PLAN - SAND /MORTAR WOOD BLOCKING A2 FLOOR PLAN . .'�' PLASTER LOT NUMSE 2: 1000 A3 ROOF PLAN • QE DMEMBER SITE ADDRESS: 12103 5UJ 6- 4 BUILDING ELEVATIONS f-- CONCRETE PLYWOOD OP � DDRBith AVE.AV�• A5 5UILDINC SECTIONS •• Z A6 SCHEDULES (3 JU L BRICK/,SNEER CM i AcaJ�Tlc TILE /BOARD Q 5U I L D I NG ARE A5: /- 2 2 3 5 5F GR055 {� '� Z Z S1 FOL�iDATION PLAN Q_ CONCRETE MASOINIRYffi '- �► SITE 82 ROCK FI~?AMIWj PLAN — >. u iHT Y ::.�:�� G`�P'Nkl 15040TENANT OCCUPANT LOAD: 53 STRUCTURAL DETAILS � —t Q LU 2� 2r310 : 100 5F/OCCUPANT 24 OCCUPANTS c ::3 _zMETAL BATT MSUL�4TION DEFERRED SUBMITTAL LIST: +� SW GONZAGA ST. V -N NON-5P -'INKL.ERED _ _ MECHANICAL/HVAC �/ i�� (�LIJ t FINISH WOOD RIGID INSULATION SPECIAL INSPECTION REQUIRED ELECTRICAL/LIGHTM � Z - X17 of of Oregon 1.ruc.W ;+l 3 , C!t tyods � FIRE DETECTION/ALARM/SUPPRESSION � i ARE BIDDER-DESIGN WITH ALL ENGINEERING, Lq 3 ❑ Consrate gnd Imin,f orcin Stas! DRAWINGS, DETAILS AND SPECIFICATIONS PROVIDED p ® Dolts trrsi:!" d Fn Cpncrots 1 5Y OTHERZ, U -3 y ecial I.�v..i.i�v�A^/: ;:rsiing Concrete Fra m. 3 S Y M B 0 L S LNOTE: tu NORTH l Stael & Prestressing SFr E' :7�t +OPi� N P t✓ THIS SET 15 FOR THE BUILDING SHELL ONLY AND DETAIL NJI�ER etructurat V�Iui:J�ng-- G�mo f DOES NOT INCLUDE ANY RESTROOM5 OR T.I. WORK. SHEET WHERE DETAIL IS DRAIIN CI Mah-Strom-411h S pins - C: RNEIaAL NOTES: NJrBER 0 Structural M.asrnry L V1517 AND REVIEW ALL EXISTING SITE CONDITIONS AS THEY 0 Relrilo csd Cyp+ um ".:oncrate MATE TO THERE DRAWWaS AND VERIFY Tl-1 CONDITIONS TO A TAI E3 In$utat',ng ConcTctc Fill BE 'N ACCORD WITH THE DRAWINGS FOR PROPOSED WIOIWC. NOT TO SC ALE NOTT-Y THE ARCHITECT AND OWNER OF ANY DISCREPANCIES Cl Spray App iiarl PR1CIR TO PROCEEDING. Q��t SECTION NJ IM C3 P'iling., Drifted Mors arra? Caisso-Is T. FAMILIARIZE ALL TRADES WITH DRAUNG8 AND SPECIFICATIONS AS Mpa 11 vOA -^-- ;. PREPARED BY ARCHITECT AND/OR DISCUSSED FOR oF %t vP a BNEET WHLETTER FOR WINDOW ERE SECTION i8 DRAIW P R O J E C T T E A M ❑ al�crvie ON CMUCTION OF THIS PROJECT. I ❑ Special Grading,E:zcavation and Filling WINDOW t� 1 3. NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS Rsv'Bions SECTION WINDOW ®WNERs Smoka-Conlrt3 :3yslomms IE BETWM TDRAUWsS, DETAILS AND t3PECFICATIONB PRIOR TO - - -^----�— bTARTMG WORK ❑ Other Inspectionz SPECTRUM DEVELOPMENT4. PROVIDE ALL INSURANCE BONDS,PERIITe" APPEALS, AND o ---DETAIL NUMBER 1aE1/1610h1 NJ'EER iNSPEGTI(aNB AS Rl:�itJIRED BY LOCAL CODES,JURISDIGTICNB ANDI M AS AGREED WITH T14E OWNER �_--SHEET WHERE DETAIL - __- 18 DRAWN 25117 SW ParkwayAvenue 5. PROVIDIE ALL MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH GE1,ERALLY ACCEPTED INDUSTRY STANDARDS AND A8 -- — - -- - SPECIFI,;ALLY RECUIRED BY BOTH STATrAOCAL CODEC, D AREA TO BE DETAILED Building A, Suite C THESE '.)IR4wINGB. AN ---------...-._. --OR ENLAWsED STRUCTURAL, Wilsonville, OR 97070 6. SUBMIT' ANY DESIRED SUBSTITUTIONS AND/OR ALTERNATEl3 TO - - CIVIL� OF AL1L.RELAATEDWORK UTADEQUATE APPROVAL PRIOR EAD TM t DETAIL. - ENLARGED PLAN 1/1510NBEGINNWI S H E RM AN ENGINEERING D L DESIGN DO WPI MINIMUM)TO fEt3IJBMlT AS NEEDED TO 1'fEET PROJECT AR-CHIT T� --- - - --- ELEVATION LETTER ELEVATION NlJ1rIBER 420 NW 11 th Ave., Suite 511 9045 SW Barbur Blvd., Suite 101 ELECTRICAL, PLIMBMG AND HVAC WORK lNL'~R SEPARATE I -v FEN 1IT6. GENERAL AND/OR SUBCONTRACTORS TO PROVIDE ALL tl 2 " Portland, OR 97209 DAVID BISSETT & ASSOCIATES Portland, OR 97219 DR�AWMGS, DETAILS AND SPECIFICATIONS FOR GUCH WOW TO D„(1,„„ „ C heck"I H �— —SHEET W14ERE ELEvATION to DRAWN SHEET W� ELEVATION Is Ph: 503 230-8876 ■ `�.,,, ARC:HITE�TURE • PLANNIWS • INTERIORS PROC NG DEPAI�T?"ifNT, OWNER AND ARCHITECT PRIOR TO M,� > DRAWN ( ) Ph: (503) 225-1679 PROCEEDING. F rojv,A Num bu INTERIOR ELEVATION ELE VATION TAG Fax: (503) 274-2612 322 NW 5th Avenue Portland, Oregon c3120S Fax: (503) 525-9266 0,�fcAf.cv : SUBMIT (4)COPIES OF ANY SUBMITTALS ON CASEWORK, DOOM, 03-634 (503) 226-6185 FAX (503) 224-2311 urrojNw RELITES, HARDWARE, ETC. TO ARCHITECT FOR REVIEW AND l�� N AN I G t L GEtER�4L DESK�N COrFORMANCk PRIOR TO STARTMCs WORK n c, t: o rT C tinrc/9L' RY 22, 2004 { 0011 NU -I WATY WRITTEN MATERIAL FEREINTECt7PISTITUTE THE SPECIFICATIONS NAL R �, _ - MECH. �L.UMBINC�, ELE�Ta HVAC UW,,9 Name AND lNPl1BLISI.ED WORK OF DAVID A. BIt38ETT, ARGHIITErT, AIA, O'3(o34-GS-Co ger AR13 AND THE SAM MAY NOT BE DUPLICATED,USED 15IDDER DESIGN: CITY OF TIGARD DISCLOSED WITHOUT EkPRESOED WRITTEN CVNSENT. , OR ,heet Number 1 LOCATION OF DETAIL ON 1 TO 5E PROVIDED UNDER Approved,A0.(1,1.4J./.N..cr...........................p0q:SHEET WERE IT 15 DRAWN C DRAWING MWE Conditionally Approved.....................................( ): SEPARATE SUIBMITTALS y f or onl the wo�-as ri ed in: NO WRK AS PART OF PERMIT NO. 1� $24 00 THIS See Leiter to: Follow......................................... PERMIT IlotiAddress Attach .�,;y. , PERMIT15 PRj4UJ_NCx TIT 12 W rl �d•Au " LQ � Cp�n. ,,�Q 12703 BUF2U04- 0089 67th Ave. 00089SET 7 of 17 Of+iCA; GORY-j NOTICE: IF THE PRINT OR TYPE ON ANY III I I II i 1 I III I I ! III III ' l l III III III I I III I I 1 1 1 1_I111111 i_L_1 1 1_I 1 1 1_I! 1 III III III III III III III I I III III III III III I I I I I I I I 1 1 1 III IIIIIII III III I I I I I I I i I I III V I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I— I _Il _ I _I . ._ZO� J I I i7t�J1'L Jr ,►L DO.S IT IS DUE TO THE OUALITY OF THE _ do-36 _ J IIII £IIII►I1I111611111t,11111111,1I1S�11ll1111I11II it loZ 6ORIGINAL DOCUMENT IZIIt711111111113 Zl1 �Z1111IIIIIZ 111111 ,11111,11141111,11 ,111 9II4111,111111,11tII11I11 �' Lll�11111 [u llhZ z 0"' Kray ND Cv.YMOL ID A. 61ISSETT 2 23 3 I. BIKE RACK (2-BIKES) Al Tom Or EXIST. AC 21,6.11 2. CONCRETE SIDEWALK W/ 12"A2" PATTERN (NO CURB. FLLAW W/ AC) R A ' EGUN T.O. NEW WALL 251.18' T.U. NEW WALL 251.18' 3. CONCRETE PLANTER'S ON 61DEUALK �0 T.O. NEW WALL 251.18' T.O. EXIST. AC BEYOND OF --- -- -- --- 4. COhIGRETE WHEEL STOPS EXISTING WALL- - -.. NEW CATCH BASIN ��" J 5. METAL CANOPY LINE OF NEW AC i m CQ — -� — — — (SLOPED)— _ — b. CMU WALL W61 1. P.T. WOOD TRELLI6 E-' N WALL FOOTING 8, EDGE TO MEET EX16TNG ADJACENT GRADES. 61 C-4 T.O. EXIST. GRADE BEYOND A9. NEW COMCRE'TE SIITE FOUNDAtION WALL. 0 :- N �N WALL FOOTING- - I O Q Al SITE WALL ELEVATION AVE. X ( IRI VATS ) 50 DEVEDEVE- LOFrIENT _ 4 � r? #4 TOP EiOT -� T.O.AG. � I 4 I aQ► -� .1 - - - — — — --- - �3 EXIST MG j KEYSTONE Ctit WALL TO BE N 1R!EOVED I ` �,DF-1 : z SITE DATA - ( TITLE 1a ) ' - CC TAX MAP / LOT #: 2S101AD-01000 / - - #4 X L@ 48 O.C. 511 AAI N 1 361 --�.....__......_..__..- .. �< Al � - ----- � ) � REQUIRED PROPOSED E TaGG w I C �� -- ZONE DESIGNATION: MUE Office 4 co (Mixed use 2 5 I TE WALL 5E GT I ON employment) 0 UU LU LOT SIZE: None Lot size +/-6,500 sq. ft. Z ........................ I 6" CONC C' MIN. LOT WIDTH: None 50' CURB 1 i ::3 > ,E t nn LL1 � IL I 1 NEW � -- ac PAVING MIN. SETBACKS ll_. � � r W ANDSGAPE � - T- !__l PN (1015 SF) i..... ........... .......... ........"IN............... ....................�....:.......... Ln _ _ - SCORED - RD. FRONT YA «.........«..................................................................... , o I.�............... CONCRETE t� ............... ... ............... . MINIMUM: 0 ft VEL W1 j InI ..... ........ .......... ................. ........... ...................... .................. at MAXIMUM: 0 ft. 65 . jco .......... ... ..... ................ ......^: .................. ......:.{......... . cYl � ---�- - SIDE YARD. 0 ft. 0 ft.NEW � � }- __._...._-..._ - L,K-N 6CA16E -- - - n _�.-__. _.. rt.. _ __ N Q -- X81 - 17 -1 .... ..... ...... ........... ........1........................... .......�:.. .... (SW Locust) i.. ....) - SIDE Y_4.RD: 0 ft. 0 ft. I m ( ' p ) ..... 1 - REAR YARD: 0 ft. 10 ft. t MAX. BUILDING HEIGHT: 45 ft. 19 ft. I FAR = .40 Max. 130x50 -- 6500 x .40 -- 2600 s.f. NEW LANDSCAPE (lam SF) T BUILDING AREA: 2600 s.f. Max. +/--2,235 sq. ft. CITY 11111 ; T T < I `� T MAX. SITE CON ERAGE: 85% 85% (5,525 sq. ft.) V. 03-11-04 _ c FfROPOJE D (Includes buildings & (6500 x .85 - 5525) E Ln BU L D I NCS impervious surfaces) _ _— ' (" I 5TOfR"1`) MIN. LANDSCAPE 15% (gros. -,ite) 15% (975 sq. ft.) - I F.N. FLR ELEV. ■ 255.0" REQUIREMENT: (6500 x .15 = 975) j 20% (gross parking Parking area -- 2942 sq. ft. & loading area) (2942 x .20 - 588.4 sq. ft.) G 8 588.4 required < 975 proposed , PARKING RE: UIREN1+,NT'S (Office) MIN. PARKING RA'T'IO: 2,7/1,000 aces 7 spaces Drowt qty Checked By MAP DESA MAX. PARKING RATIO: 3.4/1,000 (Zone A) 7 spaces (w/ 1 IIC spaces) ....�...........�................««....«....................._...................«.....................�................«..�........,....«.........-��.«........�............« � � I -_ Project Number 8 spaces 03-634 GE S • ssua Uu!e Y o NEW LANSGAPE _ BICYCLE PARKING. 2 bikes 2 bikes T JANUAR1' 22, 2004 I (500 SF) 0 Dr,+wu:y File Name Sheet Nur�,bar O 4' 8' 16' SITE: FLANN PERMIT F ^ Q) 1/0° 1�-`✓�� ` B th Ave. 0008 12703 SET UP2oo4- 009 y S of 17 t I r- I-II1'1 -i- ItI lllit, ,"l' ; "�"��i ; l Il. l l IIII IIII I III I III I III II I1 fIII III Iill II LI IIII I 'I I Ill �III IIII � III I III �I I IIII III I III III I III Ill f III �I�I I III III I I I I I I III I I I-I I-I-I I-I_I,III '(I_ll-IIII I I .5. IMAGEI: 4 NOTICEIF THE PRINT OR TYPE ON ANY S NOT AS CLEAR AS THIS NOTICE J-- IT IS DUE TO THE QUALITY OF THE "o se S' b _ -- - ._.. -- -- ---- -- - - - _ -- - - -- _ - - --- --- - _- _ ORIGINAL DOCUMENT >~; 67, 8Z GZ 8Z 19�z ibz EZ Z 1z 0z e [ 8I Gi 9(i 9i �I bi Zt I It i 8 8 L 8 9 �' £ Z �t�iY17M� I II I ( � I d► �� l�l� l��ll� I ll<uuliiuii � 11 11 ( I�III�IIIIIIIII.I. wlIIIIIIIII IIII�IIII�IiIIIIIII�I►IlllllIIIII�iIIII►i►I�►II► 1 ( I illllllll�llillllll�lll IIII►�llll�►lll�lllllilii1ll► I �� ► III ( I I III►Illlll �lllllll � 11II�IIIIiIII �I I�I IMI►lillllll I►� ►l (I ►1111111 IIII 1' tAJ' a 5YM50L A ID A. BISSETT 2 23 1. CANOPY AWNiNGS AISOVE. 2. MASMRY LANDSCAPE WALL 4 ARBOR R � RE(;OH�►� 3. BUILDING LINE ItYPJ 4. PRE-FINI&4ED DOWNSPOUT, CONNECT TO STORM WATEPR/WATER OF o A5 QUALITY SYSTEM.4131-011 - — - ---- --- __--_-__ U5. PRE-FINISHED CAMOPY DOWNSPOUT, CONNECT TO STORM dl WATER/WATER QUALITY SYSTEM. 61 - lm --.3; �-•� _ .. _- - - ------------_- -_-- ( 6.) �TUR�iJ�81-IOItN DAt3HED t0 6E INSTALL t1N-4EN LOT LINE ` � ® � i U1 ADJUSTHIE-NT WAS BEEN APROVED. PROVIDE BLOCKING, HEADER 4 - M1 Z Z ALL REQUIRED STRUCTURAL ELEMENTS TO INSTALL WINDOWS IN 6 N --__- -------_._--------_- ______-- ------------ -.___ 2 '_� _ -. -_ -_- 9 "9 - Q FUS DE I HR. RATED WALL CONSTRUCTION WITHOUT C—) N � �N '1. NO PART OF 15UILPING OR FOUNDATION TO CR066 PROIr�'ERTY LiNE. C/D -- -- ,� -- -- ---- - - ---- - --- -- -- a x I TYP. 5 Q[ I l • L 1 w l ---- _ _ L NDSCA - _._ ... _71\, C I - - - - - - - 4RE�1- - - - - - - � - Q I I I I I I I U LEC. RM. 102 I I I i_. ...... _....._ .-..._.........._. ........ _.�... ...._... .... ............_ ..........__............-. ....._......._ .. ....... .. W...j_�. r -__ ...._..................................... :_. - — ............__._.. . � u Q O - _ A A A l.f ap cv Q 4 N ENTRY _........__. _......_......_ W. . . \9 ——EXIT lt�l f' 3 1 ! = rt>n � ABOvE , . N __........ ..I........_.._... ... r- - I II I _ 4 � o , III � �J I I =—� ANDSCAPEI� , I t� OURTYAR� I �— # ' I. CONTRACTOR-PROVIDED VFNCOR SUBMITTALS TO ARCHITECT � III MUST INCLUDE BUT NOT 15E LIMITED TO PLUMB113G, HVAC � Z � EQUIPf"FENT, FINISH 4 TRiM MATERIALS AND ELECTRICAL 4 L iGHTiWa t� LU LU PRODUCTS_ 1L--y 2. PROVIDE HVAC TO TENANT SPACE TO MEET BLDG. t MEOW. .C-- - W CODES. HVAC SYSTEM DESIGDRAWINGS, CALCULATIONS AND - �• O N, CON IT T TO R PROVIDEIr,'� BY LICENSED MECHA ANICAL `j � I 3. PROVIDE ELECTRICAL WIRING, OUTLETS AND DEVICES TO CQ LEASE SPACE ! !ll ! MEET BLDG,... t ELEC. CODES. ELECTRICAL DESIGN, DRA;LINGS, ff ltal -- - t,.ALCULATIONS AND PEWIT TO BE PROVIDED BY LICENSED lL W ELECTRICAL. CONTRACTOR.tu 4. PROVIDE PLUMBING TO MEET BLDG. 4 PLUMBING CODES. 0 a ® A PLUMBING DESIGN, DRAWINGS, CALCULATIONS AND PERMIT TO BE W im�// PROVIDED BY LiCETIMD PLUMBING R.CONTRACTO --� O 1� ol) -0"L* — Design No. 0303 Scaring Walt Rating- 2 lir r 3 ( ,� t r��33�3L7� 3S.-" .743 w,41.1. wry I � ' I N 1- Wood Studs-- Nun. 2 by 4 in. spaced 16 in. (X, effectively cross- <,4> TYPICAL EXTERIOR WALL: 3 1/2" BRICK VENEER (VENEER TO BE braced. CONNECTED TO BLDG. FRAME W/ SIMPSON 5T TIES a 24" OZ. EA. WAY-) WIT14 1" AIR SPACE OR CULTURED STONE WAIN6C:OT (SEE ELEVATIONS 1:2avibior+6 2. Gypsum Board"--- 9/8 it thick, installed tither vertically or hunxan FOR LOCATION) OVER TYVEK WRAP ON 1/2" PLYWOOD SHEATHINCs (SEE i G TY I tally. Wallboard attach<°�i to studs and prates with 6ci cement coated ' nails(1-7/8 in. long) spaced 7 in. OC or with 1-7/ti in. lone, STRUCTURAL) ON 3X6 STUDS a 16 O.C. PROVIDE FIBERGLASS ®ATT 0 REV. 03 Il-04 T. 5 INSULATION IN FULL STUD CAVITY (R-IS). (FUTURE INSIDE FACE SHALL screws spaced 8 in. OC. When used in widths other than 48 in., wall-board to be in.stallvcl horizontally. — BE ON LAYER 5/8" GYPSUM BOARD OVER 1 MIL VAPOR BARRIER 5Y -- --- -- I I CANADIAN GYPSUM COMPANY---Types AR, C, iP-AR, TENANT). - -- IPAI, 11'-X2, if'C-AR, SC:X, WRC, FIX or WRX. _ UNITED STATES GYPSUM CO--Types AR, C, FRX, FRX C:, O EXTERIOR WALL: LAP SIDING OVER TYVEK WRAP ON 1/7" PLYWOOD I1' AR, IP X1, IPA2, IPC-Alt, SCX, WRC or WRX. SHEATH114G (SEE STRUCTURAL) ON 2X6 STUDS a I6" O.C. PROVIDE -tcV , ? FIBERGLASS, BATT INSULATION IN FULL STUD CAVITY (R-19). (FUTURE USC MEXICO S A DE C V-Types AR, C, IP-AR, II AL II A2, INSIDE FACE SHALL BE ONE LAYER 5/8" GYPSUrt !BOARD OVER i MiL 1P( -Alt. SC" X, WRC or WRX,C VAPOR BARRIER BY TENANT). -- - - - - E3 3, joints-- When tapered t•dge wallboard is used. joints covered with joint compound and paper tape. As m alternate, num 3/32 in. thick -- -- -----. -- gypsum veneer plaster may lx• ;appli.d to the entire surface of wail- ,� EXTERIOR WALL: 31/2" BRICK VENEER (VENEER TO 15E CONNECTED _ - _ �C.� TO BLDG. FRAME W/ SIMPSON 15T TIES a 24" O.C. EA. WAY-) WITH I" AiR - -- - - — board. When s�luare-��►l�;e tivaUbciard is used, treatment of joints is �- SPACE OR CULTURED STONE WAINSCOT (SEE ELEVATIONS FOR 4. tBattsrand Blankets'--- Alin 3 in. thick mineral wool batty, friction fit LOCATION) OVER TYVEK WRAP ON 1/2" PLYWOOD SHEATHING (SEE STRUCTURAL) ON 2X4 STUDS a 16" O.G. PROVIDE 1/2" EXTERIOR GYP. -,-2 " 11 1 �� -� 4 'tHERMAFiBER I. L C-Type S�F13 BD. SHEATHING ON INSIDE FACE. - 15' -9 4 -3 15 — 5. Sheathjvg- Min 151132 in. thick, 4 ft wide, wt►c►d structural panck, - _ tn:n gra.tit "she�aihinl;'' applied vertically, with vertical joint~ centered p I HR RATED EXTERIOR WALL (UL DESIGN NO. U303, SEE DETAIL 2/A2h over studs, Attached to .studs with a0d gah' nails b in. OC at the Fnrim LAP SIDING OVER TYVEK WRAP ON 5/8" TYPE 'X' GYP. BD. ON 1/2" Dlc,W„ „Y r.r,e,kr,, -,Y titer and 12 in. (X. " in the Hetet. Sheathing fully covered with a weather PLYWOOD SHEATHING (SEE STRUCTURAL.) ON 2X& STUDS a 16" O.C. '�4,� D(3,4 r resistive barrier. PROVIDE FIBERGLASS BATT INSULATION IN FULL STUD CAVITY (R-19). 6. Ctmentitious. Backer Unity•---- 1/2 or 5/8 in, thick, instilled either INSIDE FACE SHALL BE ONE LAYER 5/8" TY1=`.: 'X' GYPSUM BOARD vertically or hurir.r►ntali), over the plywood sheathing with vertical OVER I MiL VAPOR BARRIER 03-634 joints centered uvvr studs. Attacht,J to studs with 1-5/8 in. ion I HR RATED EXTERIOR WALL (UL DESIGN NO. U303, SEE DETAIL 2/A2a }, 13urtxk wtxxl screws spaced B iia. �.X" at the I�rri►neter• and in the field JANUARY 22 1ta@4 UNITED STA1 ES GYPSUM CO---Chrrock Exterior Cement 3 1/2" BRICK VENEER (VENEER TO BE CONNECTED TO ILDG. FRAME W/ Iloard or Duruck Brand Cement Board. SIMPSON BT TIES a 24" OAC. EA. WAYJ WiTH I" AIR SPADE OR CULTURED PROPERTY LINE 7, joints-- 'Freated with USC; Exterior Class Fiber Tape and USG Exte- STONE WAINSCOT (SEE ELEVATIONS FOR LOCATION) OVER TYVEK """ '`' "°"1e rior Basectlac WRAP ON 15/8" TYPE 'X' GYP. BD. ON !/2" PLYWOOD SWEATI-iING (SEi h. Vapor Retarder--•- (UhtiW111l, nut shown) As required STRUCTURAL) ON 2X6 GTUDA a 16" O.C. PROVIDE 5/8"" EXTERIOR TYPE Sheet Number *Bvitring tite Ut.C'lassili(atr,rn titark 'X' GYP. BD. SHEATHING t2�1 fNS!DE FACE. FLOOR PLAN tiAr2'WALL TYPE D CUL DESIGN 303) A2 m 4' 8' Az PERMIT SET B67th Ave. 0008 BUf'20U4-00089 9 of 17 : �; ...:,,,,.� .. .. .. +hm'.•�'n'f' '-'�'� ,d.^Jni�mn u.M�-;.m..+.mii,�.ez�..�.*"�ak5?sdX'l..'1! P$+�f' NOTICE: IF THE PRINTORTYPEONANY ►IIIIIIIIiII111 IIIIIII IIIA I III �111 VIII I IIIIIIIlViIIif IiI � IIi IiIII I VIIII' IIIIIII IIIIIII IIII I 111)111 IifIII1 IIIIIII VIII I III III ' IIIIIIt III �III ! I111 � I IIIIIII III I l ,� IMAGE IS NOT AS CLEAR AS THiS NOTICE, 1 I I 4 IT IS DUE TO THE QUALITY OF THE No A ®��-- _ 9 �: ORIGINAI_ DOCUMENT f �>; t3Z t3Z L��Z 9Z 41Z 6�Z RZ �Z iiZ UiZ BI 8i t�,i 9I 9I 6T f:i ZI II i 6 8 L 'r S Z f lllllllll�llll llll�llll llll�lllllllll�lll�lll lllll llllllllllllll 11 l IIII IIL�IIII� l III I 11 I(j l � I � I i I I I l l l l l l l l l l l l l l�l 111111111111111 i 1111 i I i i I I I I I I I(1 11111 1 i I i jj �� I t I III i IIIIIII111.11111111111IiI►IIIII„lllllll,ll IIII llllllllllll�„III► 11 1111111. 1111 � � � ► ii 11 Wll u 1ll11llI1llUllulJ 111 NI D NO SYME30L ID A. BISSETT 2 23 1. BUILT-UP ROOF: SLOPE 1/4" PER FOOT. .. APPROXIMATE MECHANICAL UNIT LOCATION- VERIFY WITH BIDDER R RF_GON DESIGNER. V 3. CANT-STRIP VP 4. PLYWOOD CRICKET, MAINTAIN MIN. 1/:" PER FOOT SLOPE. 5. THRU WALL SCUP-JOER LOCATION d� 6. BRAKE METAL COPING W E - r 1. PAINTED STEEL CANOFrT' 8. STANDING SEAM SLOPED CANOPY Z N 9. PRE-FINISHED METAL GUTTER Cn d 10 METAL DOWNSPOUT y z \.J ::!8" PLYWOOD DECKING 4 6x6 ROOF JACK VENTS ® 4'-0" O.G. At "s. J PAk4PET BRACKING, SEE STRUCTURAL DRAWINGS. 7 P Y 12. PAR,aPET MINIMUM HEIGHT 30" TYP. L9.2 ^ O13NO PART OF WILDINIG OR PARAPET COPING TO CROSS PROPERTY WO O . L INE. Cn IL 1 >A5 13 I Z T1'P. 4 z0 � -- Tl'P. I � I I iI1 o -�Q- ❑ SLOPE 1;4"❑PER FOO'E- ; ' ; �❑i IIlIi !II I,; ,I '),' _s Viii't � �;� ,'f=';:i I' I! �I rI 01 r/l _/J II 01 1777 1771 171 7_1 71 17 f7 e- J f \ 4 11 Q 12 � I 5 —{ f TYf=. II II II II Z O- � � � } 12 (� O- inw 10 o LU < o C, k II II W CITY t C nn CQ — I1 ami I RsvieiOne I t COMMENTS `.L;kSY. 03-11-04 I. CONTRACTOR-PROVIDEC VENDOR SUBMITTALS TO ARCHITECT MUST INCLUDE BUT NOT BE LIMITED TO PLUMBING, HVAC - -- -- -- EQUIPMENT, FINISH 4 TRIM MATERIALS AND ELECTRICAL 4 LIGHTING PRODUCTS_ - - - - �J 2 __� 2. PROVIDE HVAC TO TENANT SPACE TO MEET BLDG. 4 MECH. CODES. HVAC SYSTEM DESIGN, DRAWINGS, CALCULATIONS AND I I PERMIT TO BE PROVIDED BY LICENSED MECHANICAL .... � CONTRACTOR 3. PROVIDE ELECTRICAL WIRING, OUTLETS AND DEVICES TO - MEET BLDG. 4 ELEC. CODES. ELECTRICAL DESIGN, DRAWINGS, CALCULATIONS AND PEWIT TO BE PROVIDED BY LICENSED ELECTRICAL CONTRACTOR- �I 4. PROVIDE AUTOMATIC FIRE SPRINKLERS TO MEET GODS AND Drawn 9y Checked By NF.PA. STANDARDS. FIRE !PROTECTION DESIGN, DRAWINGS, MAF DBA CALCULATIONS AND PER 111 TO BE PROVIDED BY LICENSED FIRE PROTECTION CONTRACT!tR Project Number 03-634 5. PROVIDE PLUMBING TO I`fEET BLDG. 4 PLUMBING CODES. PLUMBING DESIGN, DRAWINGS, CALCULATIONS AND PERMIT TO BE IS'�t: I ; r' -- --- PROVIDED BY LICENSED PLUMBING CONTRACTOR JANUARY 22, 2004 P Druwiny 111e Nome 10 C10 ©363 -a3-roof' 51'ael Number OF 4' PERMIT' � ROFL AN �._.._. Ni 43 A3 SET ,07� Ave. 7z�os BUF'2004-00089 "I slim NOTICE: IF THE PRINT OR TYPE ON ANY I I r I 1 1111111 III I 1 1111111 1 III 1 I I I'I I r�T r�T T 1 I I III III I I III ! I I III III III III III I I III 'III III III III III III III I I III I t I I I I III III { 1111 I I III III III I I 1 I I 1 � -- I-- �--- I _-_�---- o . IMAGE IS NOT AS CLEAT AS THIS NOl-ICE - I 1 -- I _ 2I I ___- _. L_._ '_.. l -_ L- --_ __ __...__._ I _1�-- 1- IT IS DUE TO THE QUALITY OF THE No Je I� dII � � � 1 Z III►6III ZIII I I 1 EII�Z III I ►Ii�IlZIII1I � ,IZ ,1 1f11111 I 1f IIII► 9,I $II 1 1� fiIt � E1[ Z� i � � L 9et 81[II�IIG[I�iI�I �IIiIII( II1,1ORIGINAL DOCUMENT 6 Z 81'L L9ZIl9 IIII �11 i► llulll�1l9llI 11l1�1111iI 11111ISJ1 111111J�71►-111�1�1[II��►iYilli�N►I ' cif-eKrTNO�'�S ._ 6Yl'150L ID A. BiSSErt ---010 ) - a TYP. i. VENEER BRICK, RUNNING BOND. — - 8 Tl" P. 1. NOT usTED R LA l}( REGUH - ---- 6 22 -- 2m� -- --- TnP-- ---- - -- -- --- - - 3. LAP SIDMG, PAINTED. PARAPET I -- - - - --- 4. CULTURED STONE SILL MILDIN53 ACCENT STRIP.RIE RL'- � V• O � 5. CULTURED BTOR'E WWINSGOT � dl HIT TOP OF _ _ - I - b. BRICK YINEER SOLDIER C:OUi LltiTEL E"+ © -- . -PARAPET -- /- WINDOW HERO uu �itEEL ANGLE SUPPORT. s: � � N ❑ -� ❑ - -- - - { I`J ) CD R11'UI�£ WINDOLL� dHC7ILN DASHED BEET INSTALL O N / z '1 - -/ WHEN LOT LINE ADJUSTMENT L7 � APROVED. PROVIDE I HR. RATED WALL WITHOUt L- �J - WINDOWS. M d ' V71� Ir BREAK METAL COPING, ig�t MINIMUM DEPTH rYP. O _. 11'I ..T:iftRl:ISgRftltt:it"RRIIgIi:1I1Y.::::� ::i::::..1.:. _ CP Z _ T z PAINTED SEE ` - 21 / 9. WELDED TUBAL DRAWINGS. J X - I W. BRICK ACCENT DETAIL. � Lu �I E _ ' f,. ; 11. METAL BUILDING LIGHT FIXTURES. Q- �� ,' _ CMU WALL. ~ F 6 u 13. STOREFIl WINDOWS. �- 1' Q -L �y st _. / 14. PLASTER FINISH, PAINTED. FINISH I �/ 111 4 15. METAL GRILLE/GATE. FLOOR - aA ---{ --� 15 21 TYP. 71 la� _ 5 ib. P.T. WOOD TRELLIS. 1'T. PRE-FINISHED METAL GUT rERS 4 DOWN5POUT5. rj-*'� 11 13 EAST ELEVATION 0 2' 4' 8' 15 PARTIAL EAST ELEVATION 0 2' 41 �' 18. BRICK VENEER ARCH. r' , 4 - 4 -- 14 Q ft NO PART OF BUILDING, PARAPET COPING OR FOUNDATION TO GLOSS PROPERTY LINE. • 20. R�ISECODEINDIVIDUAL! SEPARATE P£RMO, (15% WARS 01 LL AREA - 48 SF.). MATERIALS t FINISHES TO COMPLIMENT BUILDING MATERIALS. 21. F"F FINISHED FETAL C�J�IOP�' DOWNSPG�IJtB. a 10 T..P 22. PRE-FINISHED METAL TI -WALL SCUPPER 4 \ TOP OF DOWNSPOIJT- _ PARAPET 23. 4" WOOD TRl1w TYP. 24. :ULTURED STONE WALL CAP MATCH SILL z ACCENT 5TIRIP -----^- - - - -=_ _ -- - GROUND FLOOR � � � U1 TOP OF _ - - - - _ WINDQUIREQUIEMNT$ LJ- PARAPET PARAPET - - - - - ❑ �'IIN. rr-r1MI T FACING ELEVATION 5®'X OPENINGS RECd:IIRED. � Z � uj (�� 6TREET FACING WALL AREA • 301 OF. .�.ALGULAT'►:D PER SECTICx1 18bZra� _ r — - - - - - - - - - - - - - - - - - - -i_ - - - - -_ - - - - - - - — —� ® ((1 i [7]r=t • 301 6F. x 50 15®5 6F. C50X) REGi�IIRED � (n � �, I - - - - --- _ _ - - -- - r-- - �- 6T - - - - - COUND FLOOR OPETIING AREA • Z51 SF. i- -- — � _- Z CJ T- - 251 6F. GREATER THEN 505 SF. RECD IRE tt (OUILCIW CC*IPLIES) V (a t l I- ---11-- -' - -- - - - - - - - _ _ - -ice- - - - -- - - - - _ _ - - - - -- �-- _ l `!�L_ � cam' Cu FINISH -1 - - -- FINISH cv - _ 4 al -- _- --- FLOOR NORTH ELEVATION 0 2 41 8' 0 PARTIAL SOUTH ELEVATION 0 21 41 61 A A4 4 J T I Z � '.� _ _ - - --- T'�P OF ---- - � v. �3-II-� .. ........ .................................................................................................................... .............................................. ............... ........................... ................................................................ - - TOP OF ......................................................................... ................................................................._......................................................_................ E T PARAPE P P 1� z --- z - _ _ -- ---- -- - - --- - IF F - TOfO OF- - -- -- - --- - - - _ ---- -- -- (� - PARAPET El El L, _ - T) I z cked Hy ;� — 1 -- ---_ -�., - ------ _ -moi_ Town By DBA -- '�` i — -- ` r// i �` -- \� r. - _ — --- ----- ------ — -- �- - Project Nurnbe: — � ---- - 1 z _ 1 03-634 mtu JANUARY 22, 2004 — - ----- - - - - - - to : me --- --- — - -- -- - - --- I w - j FINISH Sheet Number — - � ------ - FLOOR FINISH - - ------ ___ _..�--------- ----- - FL OOR ---�4 1 Iro SOUTH ELEVATION 12 VEST ELEVATION 0 2' 4 8 0 2' 4t e' PERMIT -Z 4A \,44 , SET 67th Ave. 12703 1 BUP'2004-00(H9 110f 17 r 11M lip .. NOTICE: IF THE PRINT OR TYPE ON ANY K T' �f� fly ilk � � IIS � I� � I � I� � � � li�ili �Ii 1 i�l(ijilr�T-ITT r�rli �1(l�ill�Ill�illlilililijiT111lii�il�ll�j,i,Iljil�� ill � Ililili�ill�l�ilili .il. .i.�.11i1illi .af.illl�lif.ILilllil� l �i„ IMAGE IS NOT AS CLEAR AS THIS NOTICE I I 1 I 2 - - ��_.. I- -I-_ 4 .. _. L- I -- 6 _-_--!1-- -----gL- - - -- - L --- ---- ---L 1, IT IS DUE TO THE QUALITY OF THE "t'3e ® =' 01a ORIGINAL DOCUMENT � £. -6Z-- Eti LZ 9ti 91Z fiZ EZ � T, TZ OZ 6i 6�i Li 1St 91 fit. I el Zt tI I i I 6 S L �9 TSI „`i ! � i I I ►� IllIllll�►�I��Il1 1111(►►IIIWL'lll�ll�tlll►1�11111111111111111llW.1111111111i111llll��►!tl l i ► � i� ��I��T��1��i�� i��l�� it��1� 1 1 D Ape;00A, YMBOLID A. @ISSEU 2 23 O BUILT-UP ROOF, SLOPE 1/4" PEQ FOOT OVER 3/4" PLYWOOD DECK ON OPEN WEB JOISTS AT 24" •` O.C- INSULATE TO R-19 WITH 11*41 TE VINYL FACED R LA C REGON /2\ y FIBE11WsLA35 INSULATION. 2. 3 1/2" DRIGK VENEER (VENEER TO BE OF TO BLDG. FRAME W/ SIMPSON IST TIES 0 24" OAC. EA WAY.) WITH I" AIR SPACE OR - CULTURED STONE WAINSCOT (SEE ELEVATIONS FOR LOCATION) OVER TYVEK WRAP ON 1/2" PLYWOOD SHEATHING (SEE STRUCTURAL) ON 2X(p STUDS * 16" O.C. PFZr)VIDE FIiBE 'rzLAS8 BATT W INSULATION IN FULL STUD CAVITY (R-19). [---+ 3. 4" CONC. eLAB, SEE STRJCTURAL. 61 N 4. BRAKE METAL COPING MIN. 18w'�`�w © N 1 NON-COMBUSTABLE FACE BOTH SIDES, TYP. I�cla S. WELDED METAL CANOPY, PAINTED. 6. HVAC UNIT: 12000 WEIGHT, VERIFY WITH BIDDER 7 lift DESIGNER � � C X 1. PREFiNISI-IED METAL rxI.ITTER E..4 Q IL S. LAP SIDING OVER )'YVEK WRAP ON Irl" P Q PLYWOOD SHEATHING (SEE STRUCTURAL) ON 2X6 cn Q STUDS 0 16" O.C. PROVIDE FIBERGLASS BATT c INSULATION IN FULL STUD CAVITY (R-19). IFIF BUILT-UP ROOF, OVER 5/8" PLYWOOD DECK ON � PARAPET BRACING (SEE STRUCURAL DRAWiN68). d P 40VIDE ROOF JACK VENTS b 4'-0" O.C. FOR } VENTALATION. CONTINUE BUILT-UP ROOF UNDER r Q COPING. �,, r �'`""^ t N � cv [12. OCKING IN STUD SPACE At CEILING AND I0'-0" INTERVALS FROM FINISH FLOOR LOCATED AT WAINSCOT. I cv �- ED STONE SILL MOLDING ACCENT SCRIP. N CULTURED STONE WA.,::,T. _.. .... _.._...._ .._......._._.. _ __ . ._W W__.__ _..__...___...... ....__....__......w.__._.._..._w._.._._._W.._W.._-.._....._...__.._.._... .. .WW . ..._.._ .........____.....W.._._.__...._........._..........._ .__. -_......_.._.._............__._W.._....._ _._...�..........-..._.._-.._.._.w.._..._..._._.._._._......_......____........................_....... ... .......... .............W.... -.__.-__.._...._._... _.-.___._.................._................W__._..............._..._._....W._..._......... _ _._.... 1 D / _... Ul LL SLOPE 1/2 ' ' PER 1=00T Uj Ul A2 9 Wt U X z N W II ��.� i- -_- --_.-s_•- _.-__. _.�� _-�-may- _- t 1© Q- ) TII — — — FUTURE LAY—iii CEILING (N.I.CJ f ' .• i Ir : ' k rr I GIT" G L 2604 \ CITY COMMENTS !; iY t -� ' �_` REV. 03-30-04 RUILOING 01 _ I 12 I : r v .fin. <,iY- a ;k'yr �,.`;��y...�:t' y yp )t,�.,, C; .,y{••� M"�M1 ,.,'�i,� C `ti- c) v� `� Al. - Y �' .• r. I h v. 00 a II— ( o 0 00 IIt MAF A DBA 03-634 73 I:-.-_I I i� III I I I•-�I�i.ri._' � I"^'-- I ..I...,..I._..._;I.' ....,,....... ...I..I... JANUARY ARY 22, 2004 ........I j L.........I 11.......) Drawing File Name rl '� BUILDING SECTION w 21 4 at Sheet Number .i PERMIT 67th Ave. 12703 f SET 1 BLJP2004-00089 1 NOTICE. IF THE PRINT OR TYPE ON ANY Ill' ' 1I1i1IIII IMAGE IS NOT AS CLEAR ASTHIS NOTICE, tif�rIrII�� 4 1I1I 1 1I 1 1I 11$I 1f 1I II 1I 11I II flr7 lI lf1 !1�1�1UI 1I 1I 1I iI l!lIIiIIlI III II II II!II I1I II - -- ---- - --— 1._—�-- .._ —-1 - ----- ---- 1 J IT IS DUE TO THE QUALITY OF THE Nn 3e ORIGINAL DOCUMENT 1 1A lllii�iillliiliiilillili iillli►ii iiiii�ili iiilfiiii�iil�!illi it►�Ilili il►�I►Ili iiil�llli 911 51iiillllii�iiiiflllilillllil li ii►��II�iI�II�II��IIII►��i��l►wii11111 � Q � 'u�£ il��>J �,i�i�►l � ' ID ID A. BiSSETr A , 2 23� R REGON ,��:• 1�7j VO DOOM'. 5GHEDULE NO. _ SIZE DOOR FRAME KEYNOTES THEW IftR IGC. ICX IM41% FIN IIMAT'L I FIN I DETAL IRATNG 101 3'-D" B'-i'd" 8F 1 3/4 INS AL BA T8'1'' --- AL AN - P NOTE I E-4 -- 102 3'-0" 8'-0" HM 13/4 INS HM PT - - HM PT - - NOTE 2 h CDCn r� NOTE: SIZED NOTED ARE GENERIC. VERIFY UJ/MFR- PRIOR TO FRAMING. -.9:4 A559EVIATION5 BOOR SCHEDULE KEYNOTES AL ALUMNUM H'1 HOLLOW METAL ST STAIN L LCN 010 SERIES SIZE I CLOSER WITH OPENING FORCE OF 3 POUNDS, BA BLACK ANODIZED M MINUTE TEMP TEMPERED HARDWARE BY STOREFRONT DOOR MANUFACTURER TO INCLUDE ADA E-+ a � LLL. HC HOLLOW CORE PT PAINT WD WOOD COMPLIANT PULL BAR AND PUSH BARS, WEATHERSTRIPPING AND W Q PA PR FINISHED ALUM SC SOLID CORE No INSULATED DEADBOLT. PROVIDE READILY VISIBLE SIGN WITH I" HIGH LETTER& ON A M (t OF bT T CONTRASTING BACKGROUND STATING: "THIS DOOR MUST REMAIN UNLOCXED (f� DURING BUSINESS HOURS" 2. STOREROOM SCNLAGE D-SERIES, ADA LEVER DIODES DFSIGN AND LCN 1010 SERIES SIZE 1 CLOSER WITH OPENING FORCE OF 5 POUNDS WINDOW SG�4EDULE &a SIZE FRAME Z MARK WIDTH HEIGHT DETAIL MATERIAL FINISH KEYNOTES N n A ra 9'-6" - ALUM BA I 'n B 31-411 11-811 - ALUM BA 1,2 C 15.-c 1-01, - ALUM 514 1 D 6'-O" 12'-0" - ALUM BA 1 4 r A55REYIATIONS KEYNOTES �-- ALUM ALIJ"1"." 1. ROX*k OPENING SIZE, SEE WINDOW ELEVATIONS FOR MULLION a (L/ BA SLACK ANODIZED PATTERNS Q —3_ STL STEEL 2. VERIFY SIZE, WIDTH TO MATCH DOOR BELOW. U- PT PAINT +� SS STAINLESS STEEL BR BRUSHED �V W Q —� 'Q LU CIA � W L a — 3 1 — �k— LU :3 enV, N ❑�❑❑ _ — �{ " EQ. EQ. EQ. _ EQ. RE 71OL ,n r cb 4 _ -- -- - EQ. EQ. / Ea. E O�'� OQ. O �O ' -0" _ Revisions ------------- ------------- WINDOW ELEVATIONS orawn 'iy Checked By MAF DBA Project Number 03-634 ,JANUARY 22, 2004 Dwwny �il9 Nara© a363�-��o-acrid Shee! Number 67th Ave. 12703 BUP2004-00089 13 of 17 9 PERMIT SET 46 NOTICE: IF THE PRINT OR TYPE ON ANY IIS Ali � I ' IIS il ' � I � SII ��,� jig IIS � I � I � IIII Iltltlt r(r (r Irrn�1 r 1 ill II1 !(I f�171t Ilt IIt I I III Int 111 tj1 Ili 1�1 ili f I III Ill Iitll�t I(i ISI 1�1-IIII III ill Illll I IMAGE IS NOT AS CLEAR AS THIS NOTICE r ❑ __❑. - l __ _❑_____ -❑- - -__l _- ---_❑ -._ _-__ "�L_ _ g❑ �L�_�_-101__- -____1�❑______J � IT IS DUE TO THE QUALITY OF THE No.36 III�1111111 ii�l�IlI IIIIIIIIIIIIII IIIIIIIII�I1�11111 II�III�IIIIII�IIIIIII►I�IIIIIIIII 111i1 ►Illl(IIII III► IIII�I III�II I I�IIII�IIIII IIIIIII�I�II9IIItIII I�I I 6Ill tII I I �IISIIitII i I�IItiiI tIII I TIT l9 4 ORIGINAL DOCUMENT 1zil+llO8II 8�t L9isli—ii1LL11 11 I1III3 III111llU1 b F-- -- - ID A*7'ISSM I5 H EARWALL 5CH EDU LE ALL PANEL EDGES MUST r BE BLOCKED UNLESSNOTED OTHERWISESOLE PLATE (ru PANFI. INTERN. CONN (TVP F R LA MAkK. WALL COVER FASrrNFH'.,; rIJ�F 5TUD5 TOP 4 BOT) REMARK5 0� 711 G"A.P.A.- O.131'x2.1/2' 1 GD @ 4"O.C. 8d COMMON NAIL OK AF a RATED 5HTG FULL ROUND- 4"O.C. 12"O.C. 1/2'W!O"A.B.'S SUBSTITUTE FOR ANY HEAD P-NAIL @ 24'O.C. 0.131"— (9 GA.) P NAIL 0.1315(2,1/2' E 7/I E A.P.A.- FULL ROUND- ?.'O.C. 1 2"O.C. 3/4"X 0'A 5.'5 PANELQJOIRNQ�DBL ALL RATED 5HTG STAGRO. @ 24"O.C. 2X SOLE PLATE H AD -NAIL. v s Q7/16"A.P.A. 0.131"x2-1/2' 4"O.C. A35 @ 5 U.C. 3x r :_QUIRED @ ALL PANEL r, 61 RATED 5HTG PULL ROUND- gTAGRD. 1 2"O.C. 3/4"X 10"A.15.5 JNTS 4 BOLE PL -OFF5ET F� EACH 51DE I-IFAD P NAIL @ 24"O.C. I JOINTS EA. 51DE OP WALL E—" lvl HOEDOWN SCHEDULE - ------ --- ---- (V� 4pl_�II ^�— -,-- l MARK HOEDOWN F AiTENERS MAKK d�OLDOWN FASTENERS _- OC� 41 — NO 5PECIAL GONP.E T BTM. PLT (32) I Gd SINKERS _ HOLDOWN FLR 15T/BM/BLK'G �`� "rl X22" 4 5/8" THRD ROD Z REQUIRED WI d @ 4" C`d Z2l _ II Md - (3) 7/8'A307 BOLT5 -6 Y "^ it �I " „ -1 I A �� HDBA 4(MIN 24'EMBED) G 5THD 14 (38) 1 Gd 51NKER5 . E4 WO J �K�K USE MIN. GX 57UD EA. END SHEAR PANEL FOR HOLDOWN W O Lu 3 - WILDER TO VERIFY ALL IN5TALLATION REQUIREMENT5 PERcn� :3 Q "51MP50N"CATALOG FOR ALL HOLDOWN CONNECTION5. _1 5P INDICATES SPECIAL HOLDOWN CONDITIOFJ u 111 (SEE DETAIL OF CORRESPONDING NUMr3ER) 2 _ �� —` — — — - – � 5I4EARUJALL 440LDOUJN SC�4EIDULE 2- si m -- — — — NOT PART OF BU I D5UILT 0 I N -- - - - - - =-- -- - -- - — �_ - - — __ - - - - - I Q Cl FOUI�IDATIONTO5OVER PROPERTY .,"...,"...,r - � 53 I II CONI- SLAVER 1 II COMPACTARAVEL I I I I Z o luW I s 10 L � o } of l -9 ll 8" CMU W/ 5# @ 3211 O.C. VERT Lu I I - I 48" O.C. HORIZ > w tr 0 z a cl 5LAB OR GRADE w ::3 Cn itl �l i 2 # 4 x 24 @ 3G" O.C. IN S3 -- I7 — — — — SfMPSON SET EPDXY Q._. t ` n 13 8 1 CONST. J T. t- --- - _ -- — LU - - - - - � D 44 Cn - -- #/, VE5tI REINP Q 32" O.C. _z #4 CONT U I I m I 1 G" (p, I 2 C 12 - I -8" -- - - G G — i!) ..3 REV. 03 CITY Gal" Ts ry REV. 03-30-04 2 FDN . FTG. @ COVERED ENTRY A2 13 �E 2 I �Icv ---- _ ---- � � I �- �_ - - - - - - - - -- - - -- J I LEGEND -- --- - — — — — -- — — LEGEN - Checked By H m INDICATES OLDOUN LOCATIONS MAA- DESA HID ISD ,. - - -. - - __ —. — _ �D - - -�D HD 03-634 2 15'-gll 4r_31I l�l_gli 2 - - - - - _ — -- --- - - ---- - - E INDICATES NEAR WALL HOLDOUJN IN ! JANUARY 22, 2004E E F, _� LOCATIONS t T1'PE . SEE SA4 HER WALL prowinq File Name —�--- ----- 8 ------- HOLDOWN SCHEDULE 2/61. 11 13 tl 53 I FouNDAT I c�N ��:;N 0 4' I6' PERMIT S167th Ave. 12703 SET 14 UP20041 0089 x f of 7 5 NOTICE: IF THE PRINT OR TYPE ON ANY IIr III 111 ill 111 111 111 11 911 , ; � , i , � , � l11IIIlIl � 111�r rlr III ill III 111l • III III III 111 ilI III I I ill Ili Ili Ili III Ill III i I III III Ili Ilillli III Illlill ili ili i111i i IMAGE IS NOT AS CLEAR AS THIS NOTICE, 11 I I I G I I ! .�.� l 4 � I I $� I I vj_ i t I 1� � •�. IT IS DUE TO THE QUALITY OF THE No 3e Im':2r ORIGINAL. DOCUMENT 11IIzz I [l�z1I 11I111�1I)izllllIlllsll�Yl I I l 1e11(1c11 I1 1+1 I�GI 11i1t III-I I9IIjA TI Ii�l Q111I11111-1��-1�1�i11-11�11L11T1i111-1�11ti111l1►I-II iI ll�ii►llll�l-ll T Ill i I ll i IIII�IIIIjjI8IIIIIIlllLiiilLlli1_ �11-1_1�1 I l-l_�.ll_i+QulI l11►yIl-►I�l-ll�lll£�l-l1-1 zulI-ll�l�il11till 1e11118Z1111IG IIIIIzII1IIiIII1 s Iillllll1lll 1 lull t D I ID n. BISSETT GII a ' 2 23 ' TABLE 7-"INIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS80--lConunued) LEGEND _. -_ W i f R REGON THICKNESS!t�IOR ROOF MINIMUM THIOs) Of CEILING BRICK VENEER------------) _— INDICATES SPEAR WALL 4 HOLDOLNITEM FLOOR OR ROOF CONSTRUCTION NUMBER CEIUNG CONSTRUCTION 1 Hr. Hr. 2 Hr_ 1 Hr. Hr. 3 Mr. 2 Nr. 1 Hr. �— LOCAT I ONS 4 TYPE . SEE SHEAR WALL. 4 — --�` Base layer s/a""(15.y mm)Typc X gyp- sum wallboard applied at right angles to HOLDOWN SCHEDULE 2/51. - prisl or truss 24" (6111 mm) o.c. with 21.Wood joist,floor trusses and roof 11/4"(32 mm)Type S or Type W drywall 1 -- 7x6 `i iUD WAL CO) ?6" O.C. trusses spaced 24"(610 mm)o.c. screws 24"(610 mm)o.c.Dace layer 5/8" NOTE Willi 1/:"(12.7 mm)wood strut- (i5.9 mm)Type X gypsum wallboard or L 6x4x3/8 CONT W/ /8',x4:, 63 twal panels with exterior glue veneer base applied at right angles to ry—�� applied at right angles to lop of joist or truss through base layer with Varies 11/4 FOR HOLDOWN LOCATIONS SEE LAG BOLTS ® 32" 21 1.1 It ( )T'pc 1)'p Y joist or truss with Re nails.The 11/ " 41i nun S or c W dr wall FOUNDAT ION PLAN SHEET 51. wood structural panel thickness crews 12" (305 mm)o.c.al joints and •I � N shall not be less than 1/2" (12.7 intermediate joist or truss. Face layer 61 N mm) nor less than required by joints offset 24" ((,Io mm) from base Chapter 23. layer joints, 11/2"(3M mm)Type G drv- O wall screws placed 2"(51 mm)back un v either side of face layer end joints, 12" N (3US mm)O.C. I 26 LEDGER W/ (3) � 0 16d 0 16" O.C.— - Z A w _J 0 52 - w " ° iI TYP. • AWNING {� 52 . - - a- AWNING6, 12 DEEP 5 BRI (JK VENEER LEDGER �- OOF 5HEATNING TO 5E IU LDED CHANNEL5 53 52 A in Q /4' T4G PLYWOOD W/- - S2 BMULEDGER SCALE: 1" = 1'-0' r (� 0d IV 6" E Dr .9 12" —�_--- Q - m r- � u ' � 3 > FIELD NAILING, TYP. � 2x6 LEDGER W/ x12 01S � 2411 I — 5 � — -__-.-- _ _ - � 4 � N (3) I(od EA. STUD C UC dt -� 3 9n — U41 HNGR � 4x12 HDR xt2 PDR 4x12 HDR -- - — --r-- - L x4x /8" LI TEL - (4) x(o (4) 2x ( ) 2x6 (K 13 8 F KIN STU S KING TUD KING 5 D5 C1 — — --T N I 13 S I I I I I I I ? A2 — 53 .-U --� �---- - 4 (4) 166 0 EA. STUD - -LEDGER W/ 6>,8 FLAT I II II I I I I { { I I I ! I I I I _ JVNGLE LINTEL PER ALAN JAMBS EXTEND 4" INTO BRICK EA SIDE OF OPNG 8 L 4x4x3/8" 5RICK `=4 F LINTEL, TYPICAL C;"ISTCI(o x CONT. ( S3 — F---_ _ VENEER NEW BRICK Z 5TRAP 6 2x4 — BRICKZ UJ FLAT BLOCKING I I I I I I I I I I I I I I I I O UJ :::3 -- I '-Oil 0 OL - — — -- - -- --- -- 11— L O TYP. O LINTEL_ ANGLE BRIG: VF!`! �_�R OPENING Z Q > kn I I I I I I I I I I I I I I I I I �rj2 BMUopng SCALE: 1"=1'--0" _� LU C3 > - Q� 6x8 FLAT S I p I W O �t JAMBS 51r6 Ptp '� LU Q N vej , % U_2 � p_ � < }- gain rel U_ ,o O 13 E �� 4x12 HDR,-T- I- W/ 16P c b o,C. f— cJ3 PS 2X6 PLATE W1 1/2" N 4 2 %10"A,D,'5 48"O.C. -- M Y I —P.PfTtk5 W/ (2) I612 a.501.E PLATE 6x8 LAT F s —_ 8"CMU WALL � � O tA I I { { I I I I I I I I I I I I I ! c 1� �2 6 c• � Ch41LizJS' %�A11 II Y l 011 +�svi�ion8 •�� CIT`( GOMM#`NTS C TS t ` 2 REV. 03-30-04—- --- II TS22 STRAP a IBL FROM KG 0 2X aLKG 6x8 FLAT— I I ! I I I I I I I I I I I I I I I IS JAMBS - FLR SYSTEM PER PLAN -- \ 2X FLAT A S I BPROVIDE 18\ EDGE NAILG TO SHTG - - — -- -- — — -- — — — — iDrawn ily Checked By 5 1/8x15 C•sLS 5 1/8x15 Cs B If -2X STUD WALL 0 16" O.C. /- L , MAF DBA -- 6x8 FLAT—�� 6x8 FLAT- � � ` +� JAMBS 0 JAM55 10 -Oii �% 03-634 ED E SHG HATCHED AREA)'m ROOF 2x STUD WALL ---�------__ ,yGl,., E JANIZARY 22, 2004 11 13 E Dr01b34 -Name S^. - DRAG STRUTA2 52 til,r� hc, 83 SCALE: 1" 1'-0" 1 ROOF FRAI"I ING FLAN _ m 4' 8, 16 PERMIT 67th Ave. 12703 52 SETBUP2004-00089 15 of 17 Won NOTICE: IF THE PRINT OR TYPE ON ANY T 11 III 111 111 111 111 111 I I I I I I I I III I I II I I 1111 III III III III IIT r 1 -IIT 1 I lTl I t 111 lit I I I I I I I I III 111 11 III T I 1111 V I I I III!I 1 I I t I I III I I I I l l l III III VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, -� I 1 I I ! _?�.I l I-I—I 4 I - I I s I ' I $�-- I- I - I -I--11 IT IS DUE TO THE QUALITY OF THE _ No-343 o`•-�= ORIGINAL DOCUMENT ��E �)z z t z e z z vTz s z t"11 iz oz B I 81T G�T 9 i 4 T 9f Jill II IIII�IIII IIIIII►III IIII ► III III►I►I IIII IILIIIIII ►11111 1111 III► I I III ►II I►I I i II III) III 111111 I I I IIII IIII IIIIIIII�IIIIIIII� VIII III II Illi 1I11 I itill +II III III 1W I III IIllllllll IIIlllllllllilllllllllll�ll� l►1111 I►Illll�ll�ll� I h1 � J ATTENTION BU I LDER OPFN -- NEB�.,,.. TRUSSINSALLATIONINFORMATIONEnclosed is IMPORTANT information for the � ; TM safe and proper use of Trus Joist's RESULT FROM FAILURE TO READ AND FOLLOW THIS INFORMATION wwwArusPERSONAL INJURY OR DEATH MAY ,Joist.wrn A Weyerhaeuser Business ErameWorks" Building System I JOBSITE HANDLING of TRUSSESINSTALLATION TOLERANCES PERMITTED r I I - J� - TRU55 CHORD ALIGNMENT TOLERANCE THIS _ NOT TN I -�,,. WARNING BEARING CONDITIONS - OVERHANG TOLERANCE OF WARN I NG =----- TYPICAL BEARING HARDWARE (TJ5 bearing shown) Do not hit webs with WITHOUT CORRECTLY INSTALLED BRACING AS SHOWN BELOW, TRUSSES CAN BOM AND ROLL -- i M �y2„„ forklift forks. Bent OVER CAUSING DEATH OR SERIOUS PERSONAL •--�_,` or dented webs must -� ---� INJURY AND PROPERTY DAMAGE. _ -c---- be replaced. NOTICE INSTALLATION BRACING AND PROCEDURES, AS ~� _�- -�li r r r e\• WELL AS THE SAFETY OF WORKERS, ARE THE DO NOT STACK BUILDING MATERIALS To provide proper performance,- Wuu c RESPONSIBILITY OF THE INSTALLER. 'THE trusses should not vary moi e _� Maximum overhang for all truss WARN I NG _ INSTALLER SHOULD MAKE SURE THAT T1415 ON TRUSSES BEFORE ALL TRUSS than Y2” From a 5t.raight line VERTICAL bearing hardware is /4 Workers should Stay clear when DO NOT ALLOW WBEARINGS AND BRACING HAVE BEENORKERS ON THE TRUSSES INST"ALLATION INFORMATION IS UNDERSTOOD BY ALIGNMENT ® O O O o PERMANENTLY ATTACHED. SEE 7 Bottom chord of truss should not be out of cutting the l=anding to avoid UNTIL ALL TRUSS BEARINGS AND BRACING ALL PERSONS INVOLVED IN THE TRU55 ❑ 'TOLERANCE INSTALLATION. sgpare with deck by more than Y4" per foot # Maximum overhangfor TJM' series trusses with possible injury From flying HAVE BEEN PERMANENTLY ATTACHED. of truss depth (i.e. Y2" For 24" depth truss) �� ° banding or toppling trusses. p ( p ) Z-Clip or Pedestal bearing hardwc. e is 12 BRACE EACH TRUSS AS IT IS PLACED GETTING STARTED PROPERLY S OF �"TATERIAL. ON TRUSSES� STACK BEuIN AT LATERALLY BRACED BEGIN'. LIKE THIS IF THERE 15 NO I ' -- `� END WALL OR BEAM OR LATERAL'( BRACED END WALL OR BEAM �� NO I-t- Tt'1I D Cal — - 3_A �- 2x4 starter strut furnished by w Laterally braced contractor, with framing anchors Sheathing and nailing to conform to THIS � I 0 end wall, team furnished by Trus Joist, minimum requirements as set Forth ° ♦ Trusses will be delivered to the 'obsite in bundles of twenty or fewer, banded to eth,r For handling and shipment. To avoid dam e they should or ledger See � and K_- to project architect, engineer or J y � g g I� °g local building code. See © a be left in these bundles until they are ready to be installed in the structure. for allowable nailing. ♦ Miscellaneous hardware such as bearing angles, lag screws, bolts and nails as rewired for each specific job will be shipped in bags or boxes with the trusses. ♦ Bridging material and pre-cut blocking items, iF furnished by Trus Joist, will be bundled and banded. �----Strut bracing furnished - WARN I NCS by Trus Joist. See plan �'� C for number of rows � , _ NO WORKERS OR MATERIALS ,,rr�� TI required. See[� for � �� ,- �' ARE ALLOWED ON THE NOT TSJ! I truss alignment. CAUTION TRU55E5 UNTIL ALL T RUSS ��A�'rC? JOBSITE STORAGE OF TRUSSES Maximum of 3 sheets of BEARINGS AND BRACING sheathing per 10 Flet of HAVE BEEN PERMANENTLY q�R � 7 Bearri, wart-� 5 m truss length. Al T ACHED. SEE 3 PO 200 or ledger TJ.� truss shown (typical). Strut bracing furnished by Trus Joist. g SPR 4 g Details for other open-web O TH 1 C support l) trusses similar. See 9 for truss alignment n For number or s required. GoFS FATHINGoToPCHORD MEMBERS F REMAININGTRUSSES - INSTALL STRUT BRACING AS EACH TRUSS IS PLACED � FASTENIN l t CLOSEST ALLOWABLE NAIL SPACING _ - USE THIS WHEN INSTALLATION BEGINS TYPICAL STRUT BRACE CONDITIONS MAXIMUM SPACING _ TJLMTM t 'IJLX`T' •.1 MO IN MIDDLE OF BAY (roof, floor or odd 5 P) ec o.c. maximum in 5heathin WARNING NAIL 51ZE DIA. TJLm SAWN ,r TJHT -Y r _ each chord member materials NAILING CLOSER THAN TJW MICR RD LVL C�D rJS TJEi'" '^ SPECIFIED MAY RESULT _ 3-C 3-D Box .l 13° �" 2" 4" 4" 2" IN CHORD SPLITTING. 8d (2Y ) 11 ,� 11 ,� �� o COMMON 131 6 2 6 6 2 Sheathing and nailing to conform to IY2" (10d) nails furnished o , „ „ „ " 11 -� 2x4 starter strut Roof strut b Trus Joist �/ ° IPd 3' BOX .125" oil 2 611 6, 2 minimum requirements as set forth brccin y /' i IMPORTANT ( ) COMMON .148 6' 311 6 6 2y" o furnished b ;ontractor g Cflol d G i ? k: by project architect, engineer c, /� y USE PROPER SIZE NAILS " ' ��— ' with framing anchors members ltd (3y4`1) BOX I?_8 6 2 6 6 21, local building code. See® TO FILL ALL NAIL HOLES IN COMMON .148" 6" 311 6" 6" 27 " ♦ ALWAYS set truss bundles on stickers placed at o --� `` furnished by Trus Joist 2 the truss pin locations. NEVER store trusses flat or for allowable nailing. BEARING CLIPS, BRIDGING ` CLIPS BRACING, ETC. I(od (3V BOX .135" 6 311 11 Bit Bit a/2" s,-!t trusses directly on the ground or in contact tuith _ -- Gr COMMON Irn2 1511 4 8 8 Standing water. DAMAGED TRUSSES I l Nailing pattern to be per plans and specifications. ♦ If more than one row is used, the rows must be offset at least Y21' MUST BE 99e BE -Floor Strut In no ease shall nail sparing be greater than p and staggered. ♦ Cover truss bundles with paper wrap or canvas tarps t.o REPAIRED OR � � protect them from the weather. NOT use elastic covers as REPLACED bracing- 24" o.c:. in either chord member. Nails shall not ♦ 14 gauge staples may be a direct substitute for 8d (2Y2") nails when attach to be less than 8d (2%2") or greater than i6d (3y2"). having a minimum penetration of I" into the main member. they will cause moisture to accumulate on the trusses. underside PROLONGED EXPOSURE TO THE ELEMENTS WARMS of truss 2x4 with 2-I0d (3") nails THE APPEARANCE AND STRENGTH OF TWE TRUSSES. Strut bracing furnished by Trus .Joist, top chord at each truss by col+.ratter SeeIan for number of rows required. TYPICAL DETAIL DETAIL AT E7] F I FLD MODIFICATION OF TRUSSES NOT PERMITTED See 1 for truss Gllgnment. AT END WALL ODD SPACING -- r _— ---" - — ♦ DO NOT PERMIT CUI-TING, DRILLING OR DAMAGE OF THE CHORDS OR WEBS. � OPEN "� WTRUS.-*SEB IDENTIFI (.—AT I ON BOTTOM CHORD BRACING INSTALLATION • DO NOT REMOVE STEEL PINS OR WEBS (EVEN TEMPORARILY). -- - --� � "" / ♦ DO NOT MAKE FIE REPAIRS TO DAMAGED 1 RUSSES WITkOUT WRITTEN APPROVAL OF TRUS JOIST. TJL, TJLr""' and TJLX Truss TJM• T"rugs.��/• / I I m BRACING BELOW 15 FOE, TYPICAL CONDITIONS. =0R BRACING SPECIAL CONDITIONS SEE DRAW!NG5. +►��- Q2"x3y211 TJE7" Tru55 1/2��x3/2�� double `_ -- I%"x 2s/ " double Cross lJailer and bracin if ~" Trus Joist Open Web Truss Product Sections Refer to plan for series olid depth IF YOU HAVE PROBLEMS TJ1I Truss �� / Ib TJH'" Tru55 i 3-E bracin g /- `� /n �c o ---- g shown on the drawings /n ' L aged Trus Joist products I%"x4s/" �• IV'x.,;'" _ ®® ✓ z a r � - IV'x5!1`2 double -CHORD TRUSS -�- — / � � � ♦ Improper fit SINGLE_-CHORD TRUSS DOUBLE CHORD TRU55 DOUBLE — DOUBLE DOUBLE 2x4 DOUBLE 2x6 ♦ Field modifications I.5"x2.3" MSR LUMBER MSR LUMBER MICROLLAr"I CHORD CHORD ♦ Questions about these drawings •// LVL CHORD Ids _ ®® RN I Call your Trus Joist RepresentativeD] NAT ERIAL IDENTIFICATION TJM TJN Craig McManus -� A. STRUT BRACING f tubular steel with flattened ends Furnished -Bri.� °n where fj (5 5 7 A. —_ ��_ - o each I s�a�wn on drawings CHORD LUMBER J CNSR HORDUMBER _ MSR LUMBER Phone: _— _O� ✓�O— I IO� • • ° _ _ with all open Loeb tru55CS. Strut bracing to �e Installed as �, „� CHORD truss is set. See 3�.4 ; �B1, 3-C geld C� Cross bracing furnished by NO tab for SINGL.E-�.HORD TRUSS Trus Joi5t.0 Install or the Plant Project Coordinator (ScFxsdulii,g) Z/ a5 each truss is set. _ Lance Dlede single-chord B. trusses B, PLYWOOD EDGE E:LOCKING is provided by Trus Joist = e- -- _ 5C�3 520-7110 b .� CrcSs �--� , JI_ I JI_y I III r ��: � on some projects and used ,nor nailing sheathing edges. bracing 171' our Engineering Deportment Edge blocking will not prevent trusses from bowing. Edge blocking should be in5tolled after strut bracing (instal lation - _ — -- I Cathy Olson . —] I"lcxtufacturer s engineering resperosibility is only For the design of the Trus Jeaist products _ bracing) is in place or d immediately prior to laying sheathing, cxid not for aiy supporting structure or loads other than indicated herein. All materials e C / \ shall be furnished by others, unless specifically noted by "TJ" or Ly "Trus Joist" herein. Ph�,r,e: _ 5� _ 520-7120 C. 2x4 STARTER STRUTS by contractor wit♦, framing anchors _ -- NESE DRAVIINGS ARE 5TAMP' U AS "PRELIMINARY" � IF 1 � 67th Ave. 12703 (shipped loose) furnished by Trus Joist. See L�and -� -- ---- —. ---- ------- --I -This Trus Joist Submittal Package must be F3UP2004-00089 .•� . / - • � pectt^um Develo�rn:�nt� ,6°r ,7 provided to the cont.rmitt l Pac ag and •D' , L L- Ix4 nailer re fired; Nailer and bracing if -� ra q!1 Iresponsible design proFessionc�l(s), to be verified �I'ty U Il� Nailer required at Shown On the drawings L� attach with ,..-8d g and/or corrected for consistency with building Tigard, Off. d hl�,I'18 . . --- D. CROSS BRACING is provided for motit bottorn-bearing (2%2") nails 5pon5 beyond 40 Feet 1� design and dimensions. - See separate "TJ ApprOY � • „ ,_ '---•�—� - "-•� p 13rid�in if shown Product Package cover sheet for rec�ired S _- Gate D. locations. Cross bracing to be installed a5 each truss is set, g "Approval". - Any changes to building design DOUBLE-CHORD TRU55 on the drawings after approval which affect Trus _Joist Products, DRAWN DATE CHECKED DATE ORDER NO. SHEET r`�� Contractor to bend ends prior to installation. See �3-E� _ " jf -- ______..____-_.�_ --_-_- ---- — _—..-- - --------------------- may affect the product delivery date. CAO 4/13/04 P4 4 13 04. (.AUABOQUDq I OF 2 • • T.11 Is used as m �►,revlatbn For TJI•Jolat. 6 lz F,ar,-Wxks•, Microllzn , Pa-ohan , Performame Plus•, SHent Floor• Timberstrcr,d ,• T 11• and 7 1M•are reglatereo trademarks cod I L J �-tl f 1/IU/oI Reader fa�0 TA", T,I21"l TJLX"; TJW`, TJ5"1 TJNaa• "' W Trus Joist" e lraderrxous rks of Trus Joist, A Wayerhaer Business, Boise, Idaho. OFFICA COPY 1illrrI lrllri� TfrI rI lI rlI lI rllIlIlIlIlrIlI lrI1I1I1I"II rI lllIlIlllIrItIlIrrIrIr1lIlIrlllllIiIrItllVfrtr ►ItI lt 11 i IMAGE IS NOT AS CLEAR AS THIS NOTICE, L - -----NOTICE: IF THE PRINT OR TYPE ON ANY - lilI I 1 IT IS DUE TO THE QUALITY OF THE No 3e ORIGINAL DOCUMENT E 6 Z 8 z L Z 9iZ 9 Z tb�� -11 Z i z o e[ 8 �L J", lb �11h�h �i�il� I►��►u1II r DO NOT SCALE THIS DRAWING GENERAL NOTES LEGENE� OPEN NEB NOTE5 2x6 BLOCKING BY TJ - 2xQ STARTER STRUT B1' OTHERS, REQUIRED AT "THE END OF 55 EACH STRUT ROW, WITH FRAMING ANCHORS BY TJ. SEE SEE BEARING CLIP DETAIL 3A 4 31D ON OPENWEB COVER SHEET. DETAIL- 4/2� S --- — — _4111._3q1-q" � C.,ONTIN000S ROW OF STRUT BRACING BY TJ. STRUT 3%211 BRICK BRACING IS REQUIRED FOR LATERAL SUPPORT DURING TRUSS INSTALLATION, SEE DETAIL 3D ON OPEN-WEB COVER SHEET FOR BRACING REQUIREMENTS AT ODD TRUSS SPACES. AIR GAP SEE SECTIONS 3 AND 5 ON G „`"N-WEE, COVER SHEET FOR DETAILS AND INSTRUCTIONS. SHEATHING DACE I E BRICK ' -- --- -- — - -- --- CONTINUOUS ROW OF 2x6 BRIDGING BY TJ, SEE STRONGBAGK 6 -OUTSIDE FOS I BRIf�GING DETAIL ON THIS SHEET. 2x6 STUD WALL w MI5c;ELLANEOU5 NOTES —FOR RECOMMENDED ATTACHMENT OF NON-LOAD BEARING 2 SB _ _. PARTITION WALLS UNDER OPENWEB TRUSSES SEE DETAIL THIS SHEET. SS a _ n / \ —INDICATES INTERMITTENT ROW OF X-BRACING TO BE PLACED / \ ONLY NHERE SHOWN ON PLAN. SEE DETAIL 3/2 FOR 646th I / CONNECTION. rllr 2x6 BLOCKING A XXX# —OPERATING WEIGHT OF MECHANICAL UNIT. BY TJ 1 - X —NUMBER OF SUPPORTING MEMBERS. Iq REQ D. -SEE BEARING CLIP _ I `i 2 / DETAIL 4/2 - OUTSIDE !— /� � - FAC(= OF BRICK CALLOUT �� MEMBER TYPE SB SS '177 1 OUTSIDE FOS ►n A _ 40" TJLX OPENWEB TRUSS 1 & �1 646tt ----- � _ D _ BEARING WALL z Al 5 REQ'D. 41-011 2x6 STUD WALL EXTENT OF ' B o 5NOW DR I FT w _ LO ROOF NVf o w ss U_ Ss _ DESIGN LOAD 115 % 3 { L LIVE LOAD 25 PSF ` DEAD LOAD 15 PSF 25 PSF SL C�. TOTAL LOAD 40 PSF SNOW DR FT C� OUTSIDE FOS 2 OUTSIDE FOS 2 WIND UPLIFT (NET) 10 PSF @ 133% METAL CROSS BRACING BY TJ 5j 1' 24 SPACES @ 24"oc — t� (SEE PLAN FOR LOCATIONS) 2 TRUSS OF ATTACH BRACING AS TKUSSE5 I N TOWARDS THIS ARE INSTAL LED. WALL, TYP. 4q'-6" _ X1 2x6 BRIDGING ROW. SEE PLAN FOR LOCATION. SEE "STRONGBACK BRIDGING" \ SECTION THIS SHEET FOR ROOF FRAMING LOCATION PLAN PROPER INSTALLATION. N APPROXIMATE SCALE: !/8" = 1' -0" CROSS-BRACING _ ATTACHMENT TO BRIDGING 10dx3" NAILS BY TJ (3) NAILS AT EACH SIDE. 1 i r _ J FIELD BEND BRIDGING CLIP OVER 30° 30• R . ._� BEFORE NAILING TO BRIDGING ROW TWO I0d NAILS / / EACH END „+ - TRUSS CLIP 11 ^ 6 Z, BY OTHERS �— ---- -- - Z"- 4PR ` IIII DISTANCE 'X' Opp 1 4 BLOCKS (OR LAP APPROX. 12" 2x o oa�'Gr�o /y I - 11 - NON-LOAD BEARING } �-�--- -UU_ - PART TION WALT_ MULTIPLE BLOCKS) _ TO BRACE �.. DI�-:)TANCE 11X11L-'/a4 �. \ DISTANCE 'X' UNDER ROOF IJNDEP. FLOOR I �f�0 PR ` (GAP BETWEEN SPAN 11X" SPAN -' 11X11 �C��'�QINFF�sip J" T.A. NO NOTCH" i,L I P yj1 �1�-- 9 CAS 4116/04 Per Beacon klor e_. I I u 2 - FIVE I% " 10d \� �.� 11+ WALL. TRUSS) _0'-20' 1/4" 01 -20' 4"� Q 8 TOP CHORD BEARI N Q� - NAILS BY T.J 20 -401 2� j1 20'-40' I%'�' BY DATE REMARKS A `�ertbno iser Business -FIVE 16d NAILS g0L_601 411 401_601 �11 !� — __— REG TJL - TJLX - TJH 'y�, •12 ��Q Spectrum Development BUP2oe 12703 RECOI' MENDED ATTACHMENT�OR V? � �� 17 of STRONGBACK BRI I:7GING NON— LOAD BEAR I NG FART I T ION c. My Tigard, OR �EXPIRi/1T10N: tZ/31/ (�RAWIJ _7T � DATE/ CHECKED DA1 E ORDER NO SHEET FromeWcwLg�' M�rrnllefn�� PQralioro, Per(arrrion! 'Ivey, Sole-rot. Floor, timber5VondA 1 J1® "Id Tit-I4' ore regiMered Lrodemarkg and - - �— CAO -x/13/04 w �, �� CA02B0400q 2 OF 2 T.IL", TJLH", tJLy"', TJN1"', tJS", TSN" and ,'rub Jo,KI^ are lrcyie•rprk. of Tru, .Joist, o VIcyrrl u9er Flvsnea5, ��., Idol,, THINK. SAFE i"Y — READ INS-TALLA7 ION INFORMATION BEFORE PROC-- EDIN�( NOTICE: IF THE PRINT OR TYPE ON ANY f I I l I l 1 1 1 1 III III III III I I III III i I I I I III III III I I1 III III III 111 III III IIII 111 III i 11'I I I I I III III III 111 III III III I ► III III !1111 1 i i 1 III I I1 I I 1111! III t I I I I II I --�-. � i � I � � i � � I � � l � � l i 6 � � � �I � � � C-ln'l 5 ,200_5 IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 - -- 4�- -- --- --51 IT IS DUE TO THE QUALITY OF THE " 'e __.. i— _----_. ..----- -- ---- --_... .- ---- ---... --- - -_._.. __ ___--_.T _.. _ ORIGINAL DOCUMENT E 8u Slz G�z 1 8z Sijz v1z 'tz �z tT, oz 81[ e1t Gt et sit ibt Lt- zi tlt t e -- e - 1w [9 9 --� �z II �t9ii117N� I 1 l I 1 li I �1 I ` I I�!I,Ilulluu�.ul�l�lill�llllll1111u11i111�►Nlll �� I I I I I I II� III IIIIIII�Iillllillll Ilillllil �Il.illll�1111(I►1111 II�III►�lllllllil�11111111►iIIllllllllllll11111 I lI I I,Illill�llll(IIII�II,illll IIII I Ilillllll IIII � I l l i 1�,111111111,Ilillll Illllllll�lllllllil I III II I IIIJIiII�iIIIIII w