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L � IL ►L c Q � u � cf) Ir s� 4 S W 6 8 T H P A R K W A Y I A R D 0 R E N Z MATERIALS A B B R E V I A T 1 0 N S VICINITY MAP INDEX OR SHEETS H NIGH SECT SECTION �0. ��n�R I�T I^� kn AB ANC,L4OR f90LT9 µDp,p HARDWOOD 8HT SHEET DESCRIPTION EARTH WOOD FRAMING ABBr�V ABBREVIATION (S) WORIZ HORIZONTAL SIM SIMILAR # l THROUGH MEMBER ) APPR APPROVED HM HOLLOW METAL SIM SIMULATOR _ ul ACOUS ACOUSTICAL HP HIGH POINT SIMUL SIMULATED - - - - — - -- SAND /MORTAR WOGO BLOCKING AC ASPHALT CONCRETE ... ...• .� SPECS SPECIFICATIONS PLASTER ( INTERRUPTED Mt?1f3ER 1 AC or A/C AIR CCNDITIONMG __. ------- ----- ------_ 88 BTAOaLE88 STEEL COVER S�-+SET U Ac AccEss DOOR ID IPi3IDE DIAMETER Al ARCHITECTU�',� SITE PLAN STA STo',i ION l,Ff ABOVE rMISNED FLOOR INBUL INSULATION oj°� I CONCRETE PIYUXx� ALUM ALUMNLP INT INTERIOR A2 FLOOR PLAN -- ___- A3 ENLARGED RESTROOM PLAN t SCHEDULES • A4 REFLECTED CEILING PLAN BRiCK / VENEER C1r1.U. / / / :/ ' ACOUSTIC TILE / BOARD BD BOARD ----- JAN JANITOR STD STANDARD BLDG BUILDING STL STEEL SITE K 8c� BG�uAI�E � � a'p A5 ROOF PLAN CCNCR!ETE MASONRY �` BM BEAM STRUCT STRUCTURAL A6 EXTERIOR ELEVATIONS `C� UNIT GYPS BOARD BOB BOTTOM OF BEAM LAYLAVATORY - ��- --- �' SUSPENDED f �j � � Al BUILDING SECTIONS77-- '�+-r" BOT BOTTOM LEV LEVEL SYM SYMMETRICAL A8 DETAILS .G- METALIVNM BATT INSULATION _ LTG LIGHTING A9 DOOR t WINDOW DETAILS '^ -C/C- ---CETNTER TO CENTER LTWT LIGHT WEIGHT SL1 GONZArSA ST. ( J �u CER CERAMIC ___-------.___ _. .-_.__-_-- -___ - T TREAD 51 FOUNDATION DETAILS t STRUCTURAL NOTES � }" J / FMI3�, WOOD RIGID INSULATION cH CE ENT HEIGHT TDC TRAFFIC DECK COVERING 52 FOUNDATION PLAN � � �'-- 1 1 /I — CEM CEMENT MAW MAINTENANCE TIG TONGUE / GROOVE CLG CEILING MAT'L MATERIAL TEMP TOWAXED 211 53 ROOF FRAMINC3 PLAN CLO CLOSET MAX MACHIN"1 TEL TELEPHONE 64 ROOF t WALL DETAILS EMPE CLR CLEAR MB MACHINE BOLT THK THICK } S �/ CMU CONE MASONRY UNIT ?tECN MEC�iANICAL TOC TOP aF CUNGRETE or !'.URB 1 I M B O L S° CO COMPO C01"fTION COLUMN MET META. TOP TOP OF PARAPET CI.1 LOT LINE ADJUSTMENT 1r30UNDARY SURVEY 02C CONCRETE MFR MANFACILIMIK TOS TOP OF STEEL Q C12 PUBLIC IMPROVEMENT PLAN N (L IXTAL N CJDNN CONNECTION Misc MI&XUA EC— of WALL 1 Cl WATER 4 SANITATION PLAN Z CONT CONTIMXOUS Mo MASONRY OPENING TOW TOP C2 STORM DRAINAGE PLAN O SHEET WHERE DETAIL 15 DRAWN CORK CORRIDOR MM MMII'9l1'1 C3 GRADING t EROSION CONTROL PLAN C.8K COUNTERSINK MULL P'AJLIIOPI ► f uNo ��NOTED oTHEF�ufsE__ __ •-- C4 ROCK WALL PLAN t PROFILER � o -_ - _ -+- -'--------- NUMBER DET DETAIL. CPU NEW DF DOUGLAS FIR N.I.C. NOT N CONTRACT L1 LANDSCAPE PLANTING PLAN `Q DETAIL DOOR DF DRINKING FOUNTAIN NO NUMBER L2 LANDSCAPE IRRIGATION PLAN DIA DIAMETER NTS NOT t0 BGAI_E P R O J E C T T E A M D1Lt6 DIAGONAL NR NON-RATED ------- -- -- - - __ __--- ----- -_ -_-- r--- SECTION NUMBER DIM DIMENSION VER VERIFI' DIR DIRECTION VERT VERTICAL NOTE: MECHANICAL, HVAC t ELECTRICAL/LIGHTING A _ DBL DOUBLE _____ ..__---------- --_ __-_-- -_- _-._ 15 BIDDER-DESIGN WITH ALL ENGINEERING, DN DOWN-- LETTER FOR WINDOW SHUT WHERE SECTION IB DRAIlN Do DOOR OPENING o�Cc OPERATOON R COI2ITROL CENTER ____-__-- _----__-- -. _. __ . _-_-- .-- (� , � DRAWINGS, DETAILS AND SPECIFICATIONS /� DR DOOR OD OUTSIDE DIAMETER W WIDE ARuHITECT, DEVELOPER PROVIDED BY OTHERS. _ R�"i•i�^• SECTION WINDOW I D8 DOUNSPOUT OFF OFFICE W/ WITH GEN. REV. 1-20-99 — I V UJ DWG DR/W Wz O=1 OWNER FURNISH ITEM WC WATER CLOSET � TENANT IMPROVEMENTS � INCLUDED IN OFOI OWNERFURNISWID OWNER WD WOOD DAVID BISSETT & ASSOCIATES equi� THIS DRAWING SET, CITY/BID aFv. 2 `2-9g _@0 -----DETAIL NUMBER -�� I R,Evl8lON NJMBER EA EACH INSTALLED WI WROUGHT IRON ■ ARCNITECTUIR1E - PLANNING - INTEMORB inc.- ELEC ELECTRICAL OH OPPOSITE HAND SHEET WHERE DETAIL ELEV a ELEVATION OPN'G OPENING 322 NW 5th Averue Portland, Oregon 91205 Grou -- --- -- 18 DRAWN EL PC PORTLAND CEMENT (503) 226-6185 FAX (503) 224-2311 1. EL.EV ELEVA;OR IM17Y WIMP PMD, L X. REVISED AREA Ea EaJAl. / � --- —_-- --' --_-- (CLOUDED ONLY EQUIP ECxJfPMENT 1118 d11J I�Af"1PTON bR, 1�RTLoND, OR X1113 �(J - AREA TO BE DETAILED OR ENLARGED \__�--�•. AFTER A� EX18T EXISTING OPP OPPOSITE OF CONTRACT) EJ EXPANSION JOINT PL PLATE CITY OF TIGA�D DETAIL - ENLARGED PLAN REv1510N EXT E?!TERIIOR OLER Y�wv ASTER �'!1/IL ENGINEER, QTR T RAL ENO EER, approved.. .. ......... ..... ' . :. .,,...,.. .t -- -- -. ELEC WATERCC YUOOD - ' PR PAIR Conditionally �'•PPrc n PREP PREPARATION For only - ELEVATION LETTER — R-IC FIRE 1�E CABINET the wor �do'....c - ELEVATION PIUhfEtER PROD PROJECTION � PERMIT NO.-A-400 ..,..,..,.. ,>,�,� :I FINFINISH Rooe � SISUL ENGINEERING s� t`�1�� ;t�a�;�.:.: ..'.:::�.00 �tw * __--- G �----- INTERIOR ELEVATION KEY FO FN16W.D OPENINIG 375 PORT;�AND AVENUE T.M. RIPPED. S�:-� �p _; 0,cw� By Checked AY -- SHEET WHERE ELEVATION 18 FOC FACE OF C.ONCREIE - -- T -__ -- GLADSTONE, OREGON 07027 Col!M7I NG IRNGERWItS Job Add Datc . �w�l GvM DB OT C,IUARF,Y TILE _ --- — -J 503 @57-0188 ®� —� I',oject Numbe, SLEET WHERE ELEVATION IS DRAWN DRAWN FOW FAGS OF WALL � , ��8'W' � INTERIOR 1/QT FOUND FOtI�ATION lVwd /v��/ryw�,y�,m 0223 95-3�3 E R OR E L E VAT I Ori E L E_— -_i ON TAG FRP FIBER IMINFORICED PLASTICT 40-39M P1 mm (5W �p ge.e Date Fail=3) FD FLOOR DRAIN _.. ------- FIS - -- I- 15-�J9 FIS FLOOR SINK R RISER FS FULL SIZE R a RAD RADIUS D,uw�q rale Nome ROOM NUM WALL I FSD RILL SIZE DETAIL 10 ROOF DRAIN ARBORIST LANDSCAPE aEOT�S�i 96-333-CO'✓E R �� WALL_ T` P FT FEET PEP REFER�^� Fit FULL HEIGHT FvL REFLECTED r Sheet 'Iu�bel LOCATION OF DETAIL ON REW REINFORM W41 KNAPP RIES,LAND t ASSOCIATES WEST COAST GEOTECH, INC. SWEET U�IERI` IT 18 DRAIuN DRAVV1NGi NAME -—GA -�G, --- - -� -� RES McIL1&4T '1615 RW DUNRMUIR 3553 82ND AVENUE, RE PO BOX 3818 BUILDING PERMIT • , � • � GL GLASS � ppgr� BEAVERTON, OR 9VO1 SALEM, OR 91301 WEST LINN, OR 910168 GALv GALVANIZE RD ROUGH OPENING 503-'646-4349 503-364-9961 503-6'55-2341 ONLY RAUJINC� TIT lit Ill 99.00039 GR GRADE R£DWD REDWOOD SET GYFW GYPSUM BOARD 111P 1)I)-000d0 I2550 1_'(200 SW(2!TI1 12(i I of 23 �}y� 3�rA- .. - ..Jw•�,.tur.M .. yrr,r..r. - . ''M 'W.. tr , _�'?-r - :.. _ ,� .. .. ' •►5t.d. ,�*1 If II}is noticc .1ppears cleaver II►:In Ills JUN 0 2 2000 doctiment. the docimicnl is of lw,ri!inal wlalih. Illll'I(}Ilillll'll i I I' I 'Illllllfi I 'I i' lll'I I III I I Illili ! I i I II' I I : ! i 1 'I�i ! ' � ! � � � !i ! ii It . ' I i' � 'lii I 1 ' i iii i ' i i I I I Iii i ! ' I" I I ill I ! iii{ ill iiI I .I I ` ILII !� MADEIN 'III'; II il . ; ,,i i , ,' � : ii' LI ► IjI` i ' 1 ' IiI1If , II , II _ II I ! i ! i I , I III• INCH MADE IN CHINA ' _ 1 �11111 :m 1 3 1 I q 1 tt - 1i- IT ff � a � � �1 !1 21F Re I ILII II{I III IIIUII Illi II Illilll i'II ILII i:liiil i 111 I ' 'Ii '1 {I' lilil Iii 'ilii) iini 1 i' li{ ' 'I ' 'i11111 I i21 I ,i„n I I "I "''' tIlln Incl„ , n21 2 n,Il,nll,n, ,tnlnl, ,nln I„ ,111,1 I, 1111111111n111• ,111 .II IIIi11.,1,L,i,,. . .11i,1„Il�i(.,.,lil.. . ,,11,1,„lJ11tt..il•l.,Il.,...II11...1114fI,,,..11l,._.iIl11,1.III...IIIll.luilu.. LI.,.l,IIII„,•..il.l, Illliii:i:II i,1;211i, �r,...,,Iril, 111,111,. I11rI12l1,I1., ..11 . 1, fllllf,,,,. 1 . s I i ir— :viD <E*11100 C44 F] PROVIDE CONDUIT AND JUNCTION BOXES FOR ,;"S' A. MSi ?t ` LIGHTS ON 50TH SIDES OF SIGN AT Tt-IIS LOCATION. ^' VERIFY EXACT SIGN LOCATION WITH SIC," SUPPLIER T SIGN WORK IS NOT INCLUDED IN THIS CONTRACT AND SHALL BE PROVIDED UNDER SEPARATE PNIUfUlD.01110 N r WITH E WALKS SHALL HAVE BROOM FINI, PICTURE1FRAME TOOLED JOINTS AT ALL EDGES � Mks AND ALONG WALKWAY AT REGULAR SPACING NOT TO EXCEED 5'-0' O.G. CONCRETE STEPS. MAX. 1' RISERS AND MIN. 11' l_J TREADS WJ I' NOSfNG. VERIFY 15ASED ON FINAL - GRADING W/ ARCHITECT PRIOR TO FORMING FOR N i I z i CONCRETE POUR i A F404ASPHALTIC CONCRETE PAVING TYPICAL ALL f� PARKING AND VEHICULAR TRAFFIC AREAS i (t STRIPE ACCESSIBLE AISLE AND PROVIDE U DETECTABLE WARNING TEXTURE PER ADA, UBG o i CHAPTER II- SEE A/A2 AND SPECIFICATIONS. 1lQ 1 b WALL MOUNTED SECURITY LIGHT. SEE A/Ab AND � SPECIFICATIONS. 12, 1 ,__ __.� POLE MOUNTED LIGHT 'D' W/ PHOTOCELL. SEE F Q - I SPECIFICATIONS. C Q„ LI '' i CURB RAMP WITH DETECTABLE WARNING TEXTURE �---� u G " - ; __ ••••+` PER ADA, UBC CHAPTER II- SEE SPECIFICATIONS. s e" b' X b' X b'-0' PRECAST WHEEL STOPS. TYPICAL t: D r -- ,� ( •••••• L .� WHERE SHOWN. PROVIDE DRIVEN S'rEEL RODS INTO �--a �2 '• h PAVEMENT (3 PER STOP MINIMUM) ✓� a �[ cnlc� • x�,l. Of��•• • (; J ; I LANDSCAPE_ RETAINING MASONRY WALL. SEE CIVIL. (� 4 � N .: l'� ENGINEERING PLANS AND SPECIFICATIONS. aQ .... - • Cvb2 � •••••• ,✓"• �� ••t•• 11 SEE CIVIL PLAN G1Z FOR PUBLIC IMPROVEMENTS e 1 .".:• � � DEDICATED FIVE FOOT WIDE EASEMENT. SEE i1IVIL N �' 12 PLANS FOR MORE INFORMATION. It`a liked, 131 CURB BREAK FOR SURFACE DRAINAGE. SEE CIVIL •..• J SHEET C2 FOR DETAIL. all �_ — — �— — _ _ — — — — — 2051-011 I4 STANDARD INTERIOR PARKING EXTRUDED CONG. (ilk �; { — '�!'-"'— — — "— —"�' — — — — — CURB (TYPICAL). SEE CIVIL DRAWINGS. e NomerHEAser PARKING AREA [ a TRASH KNOL06URN - []>30UTHEA>3T PARKING AREA j -0' ► 4 _0• I 1 SEE B/A3 _® 4'-0, A A 14 15 THIS EXIT At WALKWAY ARE PART OF THE 2'1'-6' Y_ 3@'-P�' 2l'-b' 42'-6' 3fd'-(d' 24'-0' 24'-01__ 38 -0 ACCESSIBLE ROUTE PER UBG CHAPTER 11. SEE -6 102 f9 !� 8-G�' ,r -- — ___..,� -___ _-- _ CIVIL PLANS FOR GRADING. r 5 * 8 4 OM 0 1'-6 i ��! R4'-0' 4 f _ µ F � 0 4 R4 -0. cp ui R4'-0' u I , POND v J --4,r-- - - (I�a CIVIL) I v 4 Bt-0. I r 13 31'-8' ---J• !t R4'-0 r _ a _ �.— . . PLANTER - B PLANTER_ 31-09 �J J ` 2 A Z C) e � 18'-b' ----N 32'-0'. _ 18'-b -b' 12'-0' 5'-0' 18'-6 � __ 24'-0' 04 IJ84 v, - PLANTER ® PLANTER ' N �— ' HANDICAP RAMP _ - `�� _ _ HANDICAP DAMP rt A �) UP b' (1/12 SLOPE) i �' ( UP H' (1/12 S�.OPE) :D — 13 I , 41 N Im I C14I -1 .2 � � � a � � � LAN06"PINd < *W*1r 4 I I 1� 4 .®� , -1 R4'-0' +� r ^ I- F"'''E RACK __ ' NTER' I I PLANTER �t1 l L (2 BIKES) LPe N 4 0( I - - _. __. BIKE RACK _ _ - i f �-✓ T— �, 9 5 Q 0 5 I (2 BIKES) 8 I �1 I r 1 e'' to I 4'-0' ;0 3UILDINC� A �I I oc ;� 5LU11 .1�INC �I TAX LOT 800 � � I; C41 C14� I GOVeRED _ TAX LOT 1700 I� _ GONEReD , Z ( 9 eNTRY i I ni PROJECT INFORMATION- _j ION: 1 - cn LEGAL DeecRIPTION: I PLANTER ) LANTER� 26-lW-SMOTION I (AD) TAX LOTS e@@ 4 1100 i LOCATION: _ Reyi�iotw f 12630 4 1258@ SW 69TH AVENUE, SOUTH OP SW PRAN,kLIN -- ++ GEN. REV. 1-2sa-99 x,10'14' � ll'-4' IB -4'� 16'-®' �8'-01 STREET. NORTH I,'�P SW HAMPTON STReET 4 ON THE EAST - Slow OP ew 68TH ave. Z CITY/BID REV_2-12-^,., ,9 ZONINGMUM �D U� EMPI.OYMeNT) __---_------ --------_-- IPII 41 �I — 10'-0' TIGARD TRIANGLE 0EV _OPMENT STANDARDS f I I = SITE D"LORMKNT ReviMW■ WR-9�1@@3. i - I BUILDING GODS: - III UDC WI OREGON AMENDMENTS .-- Q _ II a GROUP ® OccuPANcY (OPPIce) 2 TYPE 1/f\l CONSTRUCTION W1 FULL AUTO PIR5 SPRINKLER �'_m. � � SYStEM. AOA GOMPLIANce PER uBc, CHAPTER n - � NR NO� CJ _ _ TOTAL BUILDING AREA: 231,310 91�. (0.40 PA.R.) ------------ -- 9 I 4 - _ C`1 AB1r90 EACH DU I LO I NG: 31,_d� IgIGN---►- � -' 0 0 -�--->'�iGN �p / 5' ta' 31'-t3' e - BUILDING DIMENSIONS ARE TO OUTSIDE FACE OF ' 1 6 A ❑ 2 I in GR088 DUILDINd AREA: 11,686 SI~. (@.4m PA.RJABRICK VENEER SEE ALSO FLOOR PLAN SHEET A2. _ �� ❑ � � � _ _ , �, SS L/ AREA. 9,88m et. (65%) _ DRAWINGS GRo . _..- U•oNn 9 Checked Py 12 r _ -(a 2 - RESTROOM/MEGN: BIC S.P. SEE IC CIVIL ENGI SERI GRADING, PUBLIC ALL SITE nB LOBBY 4 CORRIDORS: 1,235 SP. 'MULTI-TENANT ONLY) T IMPROVEMENTS, ETC. ar,,,ect Number _— — _ PARKI FO? ALL �. 64 l3TANDARD SEE SEPARATE LANDSCAPE PLAN 14 COMPACT �, IGAP PLANTING MATERIAL, IRRIGATION, ETC. ,evue [,ot. TOTAL PARKINd: 12 1PACES SEE SPECIFICATIONS REGARDING SITEWORK, TREE ?- 15-g9 t �ANDBCAPING: 13,663 SP. (20X) REMOVAL AND DEMOLITION. orowinq ne tJar"e H A v rz N U `�8-3.33-SITE Sheet Number 2rF 1 liar y��-oo039 CTLIi1IR4L SITE PLP44N NORTH 13ur 99.00040 12550/12600 SW Gs'rll m i' Im' 2®' i'( z of 21 .__..__ all If this nctlicc :II►I►cars cic:rrrr If►r►n II►c JUN U Z 2000 docnn►cnl, 11►c tlt,cu►ncnl is41 of ru:►rLin:►I tlu:IIII}. Illll_'I'11f Illlll'll �i ' I I I I '1 I►l ! III a � Ilj � l I I � i I i I { I i I !I i (� I � I� I ! IIIIlI�; 1IlII ' iil i . I I �IIi, 'I l ,I {'! I� '�Illill I i! i 111►{lI� I Ili . I ( i i it I .i i { i i ! f �( I ' i 'II' , INCH MADE IN CHINA ' 1 _ +x I r-1 s t t I i I1 a :: Is -'re i`-i6-- �F , �t3` i� _ ti- �t it II I III 1111 I' Ililll i I Illlli I ililii II'i "1 1' 'ii Ili ''IIII iiiiil ii.,. 1 1' lil r' 'i I"I''ifUi' lir„11 lin„ I n II 't: 1'I:i':I it li nnlnll n,I , , n,Illnllnn nlln n u In , r IfOil llllllllll„I,III.,I,IIIiIJill„„IIIIII,11111li„ ..Illi,l,l,ll,. ,LI,,,. ,IIIIL.I.ilflll.lnll.,Ili,..11lu.. ,Ilii..,.,.11l IIIi1.E.11l..,I,Ill.lln,u,..., ll,,,.,,,lll„ ,.il,t„II„il Illhfl I II,,, II I,I I„ t II,,, 1111 !I ilii I It. -_ -�-Y YYYYY- YYYI�YrYfu NOTIS L'_J NOT USED C� TUBE STEEL COLUMNS (SEE STRUCTURAL), PAINT !_�. COLUMNS WHERE EXPOSED. USE RED OXIDE e, PRIMER WI rH BLACK FINISH COATS TO MATCH V•�� STOREFRONT COLOR. 'l -(Z [ � SEE STRUCTURAL DESIGN DRAWINGS FOR SIZE AND OF 01 0,11 LOCATION OF ALL COLUMNS, POSTS, BEAMS, ETC. WRAP TWO STEEL. COLUMNS AT LOBBY WITH 2 I� LAYERS OF 5/8• TYPE 'X' GYPSUM BOARD (ONE c/) HOUR PROTECTION) ::4 1 9 - C"-- PROVIDE RECESS IN SLAB FOR 6'-D' SQUAB 04 1 WALK-OFF CARPET MAT. TYPE, COLOR AND FINISH 61 N SHALL BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION. Q -- N 1 C14 POLE MOUNTED LIGHT TYt - 'D', SEE A' AND � 9 d SPECIFICATIONS. ALIGN WITH CENTERLINE OF BRICK _ ON PILASTER AS SHOWN ON PLAN- 0 r� 6' X b' SQUARE DOWNSPOUT. SEE ROOF PLAN l� SHEET A5. 4 Qx 8 STRIPE ACCESSIBLE A15LE AND PROVIDE E'--1 � 1L C� DETECTABLE WARNING TE;;*IIc;E PER ADA 4 UBC W1 (� CHAPTER 11, FROM EDGE OF PARKING AREA TO cn Q INSIDE FACE OF COLUMN BASE AS SHOWN IN PLAN. SEE ALSO SITE PLAN Al. �- [g� 3'-0' X 1'-0' STEEL CANOPY ABOVE. SEE ELEVATIONS ON SHEET Ab AND STRUCTURAL 1" ENGINEERING DRAWINGS Al N 4 N As 6 N �" F/SW N 1'-4 1/2'-1 33'-1 1/2' 30'-4 1/2' - F/SW p/gW F/SW �1 35'-3' _._ -.__ 30'-4 1/2" 33'-'1 1/2' I'-4 1/2' I5'-0' � �I?_-_m' ---a -0' 1?'-fD' 41 01 1�'-m' 4'-fd' 2 12'-m�_. _ IS'-4' -�= � � � , - F/SW --_- ----- ---_ _- __ _ If . -_- _ �_. _ 3 -® -4 '1 -m _ _ 4 -0 12 -D 14 0 - �2 ;t tom. -► A41/Z '-3' 41/2'-, ® 41/2' 9�-rI� i 1 41/?' .C- _ , 1 I 1 1 1A - U ELECt. -- FIRES `~ 0 6 F/SW - ' F O J O F/SW O 11ab x Imb O fB - B A rt o F , „� o o A s 4 ►/� . I -0 I ® MEN WOMEN - WALL TYPES I '� (A) I Im3 ` --- SEE A3 (TYP.) C 4 1/?' SAN. �_1. • t -- - I SEE A3 OL WINDOW TYPES ' 3rL 2 tr1 B _in - F/SW 0 / -to , FACE OF -� VENEER (TYP.) ''t Z L��---+++-k 1 r \ • ' FACE OF WOOD FRAMING (TYP.) 1 4 LU LEASE SPACE DOOR TYPES- 2 SEE A3 (TYP.) 0 - - ' V 2Ir lu r i01 11�� 2 1 i 10 1/2' ......- -- -- ---- --- -- - - - -- -- ----- — - -- - 9 F/COL I 101/2 -+� r z F/COL - opa - A 34'-D' 3?'-�' _ 3?' ' A� _ - --- 32'-V' 34'-0* C - a -- 6'-g. - 1 I FACE OF COL. 2 4 4 2 FACE OF COL. ! ----- ! I GEN. REV. I-20-915 ! A }( I 2 C'TY/BiD FEV 2-12-99 A I _NOTES S; I Q'' -- -- � � � ❑ � - � _ __ �� _.__. -- . - _� DIMENsIONs SHOWN ARE TO THE OUTSIDE FACE OF 9 - - - -- -- t BRICK UNLESS NOTED OTHERWISE. ABBREVIATIONS &�VL4 I/2' '-3' 4 I/?'4 1/? -� 4 I/2' _�- 1 till FOR OTHER SURFACES ARE AS FOLLOWS: - - -_ ' ' ' ' ' �- 1 4 I!Z' - I " 4 1/1 �" 1`_— �„ _- ` 3 -� 3 01 4' m' F/SW■FACE OF CONC. STEM WALL F/t3W I? -D 4 -® IZ -m 4 -® I? -® 4 0 -m 4 -D ®-D 4 13'-4' to � '-4' -- e'-m' - 4' - " _ 0'-m' I7'-0'-- 4'-D' 1Z'-m' 4'-0' _. I?'-m' - -- 5'.-0' _ F/COL■FACE OF COLUMN —CENTERLINE OF COLUMN OR OPENING - - -DETAILED DIMENSIONS DIMENSIGr18 FOR PILASTERS, OFFSETS, °ti•°i,dn°i3'ou our ino iU ooao,o°o non° o00 oa ETC. ARE SYMMETRICAL. THESE DETAILED Drawr, Uy Checked By o°a°o ^,.M °u°o° 0 2 Al �_, DIMENSIONS ARE NOT SHOWN ON OPPOSITE SIDE OF �/r'I an ° ° qn aan ° o Cz DB ono°o°o aoouoo°o o°o n. -e 4' - - R BUILDING FOR DRAWING CLARITY. v ,,;ect Number 2 © THIS PLAN DRAWING IS BASED ON BUILDING 'A'�� © �—� © © _r-----, ORIENTATION_ REFER TO SITE PLAN SHEET Al. BUILDING 'BME ' 19 THE SA , EXCEPT ROTATED 1130 Issue Date -,, DEGREES. (TYPICAL THIS SET) I'IS`O�g CO)eUREp ENTRY Drowin0 file Name 98-333—PLANS 1 \O I Sheet Number I t I IP 99-00039 PLOOR BUP 99-00040 1'550/12600 SW 68.1'11 �2 (0 21 o' lo' i,(i 3 of 23 �.�.� If 111i" nlilice appears clearer 111.111 the JUN 0 2 2000 doc11111vllt, the docuulent is of marginal qu.1litr'. 1111c1'O'J1�med '�1ili ��f�f►}I !j!j!j!(I�I�I i I�I�I�I�I;I�I I Ij!!! ; il ! j !;!j!I!jljlj ilj !jl 1 I�l�!jl !ij! I ijlt ,I�iji;� !! ij!j jljilijlji�ijl!ijif l� ;i i Ij !Illi�ljiil;l II jlji�ljljij� iil!j !I!iilll INCH MADE IN CHINA d� 1 �m Il �llllllllljllIlllllllI.IIIIIIIII II,II,I,),Illljll1,!I„IIlOwl'1llj „! IIII,I{III i ilii—I.l.i.lIIfI�l`i-1.1.,I11•1,'l,1,.l..),1 . .. I:;.... 11-1:1..ij111I. i.II -t�li m-1!1li..i lI. I11—l1IIl�1,h-l-t,lj.ll�l 'llli�lf -l-l;...111I,l,t: , . ,.,l,�L„JJII,,. •,11,,,, (u � 11,l111„1L1.,1 i o I `�FEiR TO-3PECIFIrA710Nv .r S DEAF DISPENSER: LAVATORY COUNTER DECKOW I N 1D ��W SCI i - i _ wt DULED WITH CHROME PUMP, � f ` eG �4EIDULE POLYETHYLENE CONTAINER BOBRIGK OR I TOILET PARTITIONS BY FLU6H-METAL PARTITION COW. ` ARCHITECT APPRO\1`ED EQUAL. MARK517.E FRAME - -- OR ARCHITECT APPROVED EQUAL DETAIL KEYNOTES WALLS CEILING __ WIDTH NEICxNT _____ MATERIAL_ B � _ T TP TOILET _ - �iNl __ NO. NAME FLOOR SOUTH ILE6T _ REMARKS 2 MOUNT LAVATC►RY COUNTER AT 33' ABOVE FINISH FLOOR PAPER DISPENSER; COMMERCIAL ,t1, 12'-ta' 9'-$" 2 � 12-A — GRAGE STAINLESS STEEL DUAL-ROLL — �t --- ALUM 8A �[?�AEC- C - - ---MAT'L. FN MAT'L FM MATL FM MAT'L� FIN MAT'LsTFM� IST WITH 29' CLEAR UNDER THE LEADING EDGE OF THE TYPE. PROVIDE MINIMUM CLEARANCE OF — -- �_+._ - _ _ =- ---- - — COUNTER WITH TOE AND KNEE CLE:ARANCE8 PER UBC 19' TO E'SC)TToht OF FULL ROLL FROM FINISH B 12'-�' _ '-®' 6,1,12-A9 ALUM_ BA I I? _ - -~ - CHAPTER II. PI."tOVIDE CLOSED CELL FOAM TYPE _ ❑�� 101 LOWY CT LJCT xGB 6LP )GB SLP XGB 6LP XGB SLP XGB FLP VAR FLOOR B05RIC-K OR ARCHITECT -G 8'-0' 9'_8' 2,7 1-I-A.� ALUM BA ❑I � - - - - -- - —._--- -- - ----_ INSULATION AT ALL ExPo3ED HOTWATER AND DRAIN APPROVED EQUAL. - 102 i�ALL CT ® CT XG8 SLP XGB SLP AGB 6LP XGB SLP xGB FLP 10' PIPE5 PER UBC: CHAPTER il. ' D b'-0' b'-¢>' b,-f,l2-A9 • ALUM � E_tA �0� � .—_. ._ -- — _ _ LV-1 VITREOUS CHINA LAVATORY SINK t E 4'-10' 9'-$' 2,1,12-A9 ALUM EBA I n 6 103 GT - FEIR -V � [� F � [1] a )CGB Q �-� D �� >' 3 BRICK WALL G,4P "1 BY MUTUAL MATERIALS CO. OR r-"FROME FAUCET, AMERGAN STANDARD -- L` 1 �!1 �J -� ARCHITECT CAP 02 B MUTUAL EQUAL � _ _- 104 JANITOR CO RSR XCaB SGP XG6 SGP XGB SGP xGB SGP XGS SGP IQ)' w R ARCHITECT APPR0I/EU EQUAL. F 13'-4' 12'-®' 3,11,19-A9 � ALUM ESA _... ❑�__.)Q �__ _--� a ECONOMY 3-1/2' X 3-1/1' X Il-1/2' BRICK E"-' - ' Lv 2 '✓lTR£UU9 CHINA LAVATORI- SINK t 13'-4' 9'-b' 4,8,9-A9 ALUM ESA ❑a❑D� 105 ELECTRICAL CO tZBFt _ _ XiGD __ SGP xGe XC+B , xt�B SGP xC _ , ls�, — CHROME FAUCET AMERICAN STANDARD N 2'-2' 9�-(d' 16,11,19-A9 72 ALUM 5A --- L'J L`I LJ LTJ __ _ _ - CUT WALL GAP r1 !TYPICAL) � OR AfRCNITECT' APPROVED EQUAL. --- - --� -- -- 106 FIRE &PRINK CO MR XGB SGP xGe SGP xG8 86p XGB SGP xGe SGP Ir 4'-0' 8,1(d-A9 � ALUMESA [][�[][� � a' (�Cx�c. sLAt'1 w/ w.wF., BROOM FINISH. PROVIDE I/1' � � • �-�-� r'� ---_—_ - - 101 WOMEN CT fiER )CGId ❑ XG8 CC� U )GB U ❑3 ,08 f�] Q � O 0, ASPHALTIC EXP. JOINT MATERIAL 15ETU EEN SLAB AND -� 'TANK TYPE STANDARD � ' • ' `--' �/] � 'VD RD SIZE TOILET. - MASONRY WALLS. SLOPE GONG. SLAB I/4' PER FOOT I AMERIG.4N STANDARD OR ARCHITECT - •- � AWED EQUAL. ^ p I �� 108 LEASE AREA CPT[� RE1R XCs9 ❑2 SLP XG9 C SLP XG8 �?� 6LF XG8 [7� SLP SAT L`_I - �' -~------ - TOWARD PARKING AREA, PROVIDE FLUSH TRANSITION t^ /�•'�8 B f E V I A T I O'V 5 <E�rNO T E 5 - -`- --_ -- _ BETWEEN SLAB AND ASPHALT PARKING SURFACE. 6 WG 2 HANDICAP RATED TANK TYPE TOILET. -- -�- - - -�� ----_-- - ----__ AMERICAN STANDARD OR ARGHITF_CT � � ALUMINUM 0 SIZES °SHOLIN ARE NOMINAL. FIELD VERIFICATION OF ALL �___�____ -__ ` ___ _ __ — _ ____._ __.____- 6' DIAMETER CONCRETE FILLED SCHEDULE 40 `- APPROVED EQUAL. BA BLACK ANODIZED OPENINGS SHALL DETERMINE ACTUAL WINDOW UNIT SIZE _ -- — - T I`J GALVANIZED STEEL PIPE F30LLARD6, 48' HIGH ABOVE J /2\ [] KAWNEER TRIFAB II 451 ALUMINUM 5TOREFRONT SYSTEM COR PAVING SURFACE. PROVIDE 18' DIAMETER BY Z4' DEEP E�+ i Ge HANDICAP ACCESSIBLE GRAB BAR _ ' ARCHITECT APPROVED EQUAL) W/ I' INSULATED GLAB, \ ' * I C I I I CONCRETE FOOTING, TOP OF FOOTING 12' BELOW PAVING MOUNTED AT 33' ABOVE FINISH FLOOR TEMPCRED WHERE REQ'ID BY CODE. ABE3RE Y I AT IONS_ F_ I I�1 I S> ,4 SC14E DuL E <E�NQTE s SURFACE. SINK BOLLARD 20' INTO FOOTING. F-4 Q BOBR)C-K OR ARCHITECT APPROVED j AT ENTRY TR4NSOM, SEE SECTION D-Al GPT CARPET _ F a VERIFY DIMENSION W/ DOOR OPENING I] 48' ►--,IGH PLASTIC LAMINATE WAINSCOT OVER MOISTURE � 3-I/1' x 3-1/2' X 11-1/2' ECC�NOM'T' BRICK WALL W/4X8Xi6 � EQUAL. RBR RUBBER BASE: RESISTANT 5/8' TYPE 'X' GYIP SUM BOARD, PROVIDE 8 GMU INSIDE. PROVIDES SEISMIC I e AT COVERED ENTRY G�.BLE END WALL SEE G-Ab. E CL P5 PER STRUCTURAL ►---+ PROVIDE MIN. 0.51 SHADING COEFFICIENT FOR ALL GLASS. BAT 2'X4 '5USPI-LADED ACOUSTICAL TILE CONTINUOUS CLOSURE TRIM AT TOP EDGE OF LAMINATE. ENGINEER WALL SECTION AT 16' O.G. HORIZ- AND PT/TR STAINLESS STEEL SEMI-RECESSED PAPER 2 _ SLP RATIN LATEX PAINT n NOT IN THIS GUNTRAC.T. PAIRT OF FUTURE TENANT VERTICAL. COMMON RUNNING T'Oli1EL DISPENSER AND TRASH BOND COURSING. RECEPTACLE, MOUNT 50 TOWEL FLP FLAT LATEX PAINT IMPROVEMENTS. _ r DISPENSER OUTLET 19 AT 40' ABoyE SGP SEMI-GLOSS LATEX PAINT [] Y!N'YL WALL COVERING ABOVE PLASTIC LAMINATE � NOT USED � VCT VINYL COMPOSITION TILE WA NSCOT, KOROSEAL, SALINA OR TAILOR PATTERNS, r APPRFINISHOVED FLOOR. BOBRICK OR ARCHITECT XGB 5/8' TYPE X GYPSUM BOARD COLORS TO BE SELECTED BY ARCHITECT. FINISH GF.QDE APPROVED EQl1AL. GT CERAMIC TILE [a] 12' X 12' CERAMIC TILE, PATTERN PER PLAN. 11-01 r RV .a " MR MIRRORS: 12' WIDE X 48' NIGH IN MEN'S CO BARE GONGRF_TE: p GONG. FOOTING. in ,,� ' R00m, 96' WIDE X 48' HIGH IN WOMEN'S ` _ 3-1/2' DIAMETER SCHEDULE 40 NUT-GIPPED ROOM. MOUNT MINIMUM I' ABOVE i2 BAC'.KSPLA5H, CAULK BOTTOM EDGE --- GALVANIZED FENCE GATE POST, 6 FE cT TALL WITH 9' �`� O C., + 1 GALV. POST CAP. PROVIDE 3'-b' DEEP BY 12' N WATERTIGHT WITH CLEAR SILICONE ,r ,h L..� �./ � D l..l L.- �_ L71AME1'ER GONG. FOOTING SINK POST 3'-0' INTO N SEALANT. /�3� O r FOOTING. TOP OF FOOTING TO BE 2- ABOVE GRADE WITH t`ts DF-1 BtAiN1..E55 STEEL i��l►�►k:!"" � �� - 1 _ TOP SLOPING AWAY FROM POST FOR POSITIVE . .�, =C�UNTAIN - j _ __ -_ SIZE _ DI�OR _ �A-- __ KEYNOTES DRAINAGE. PAINT BLACK TO MATCH VINYL COATED PROVIDE HANDICAP ACGEJSIBLE ':"PE. , VO - MOUNT PER UBC GHAP'TER 11 WITH SPOUT _ -,_ KfT _ TNIC.K _Zil F!N C �TING M4t'L FIN DETAIL _ RATMG _ FENCE: COLOR r AT 36' MAXIMUM ABOVE FINISH FLOOR I i 3'-0' 1'-0' A 1 3/ NG AL BA 1ET1F' NONE ^AL BA 14/A9 NONE - -- ❑`' 13 1-5/8' DIAMETER NOT-DIPPED GALVANIZED SWING GATE HAWS OR ARCHITECT APPROVED EQUAL. -' [� ' 2 3'-0' i'-0' B 1 3/4' SC WD ST L ] HM PT l 8 FRAME WITH 1-5/8 DIAMETER HOT-DIPPED GALVANIZED URN1 WALL MOUNT URINAL-SEE 6PECIFIGATIC�NS_ ❑❑ DIAGONAL BRACES, ALL WELDED CONNECTIONS. MOUNT AT STANDARD HEIGHT ABOVE FIN, - -- PROVIDE HEAVY DUTY b GAUGE, BLACK VINYL-COATED FLR 3 3'-0' l'-0' B 1 3/4' SC WD ST 0 HM PT - — ❑LJ GALVANIZED WIRE FABRIC MESH WITH BLACK VINYL 4 3'-0' '1'-0' B 1 3/4' INS HM PT 3/4 HR HM PT - 3/4 HR 2 4 6 g STRIP-TYPE VISUAL SCREEN INSERTS IN ENTIRE GATE 1 URN2 WALL MOUNT URINAL-SEE SPECIFICATIONS. --� _ _ ❑ ❑ 1�❑ AREA. PROVIDE INDUSTRY STANDARD MECHANICAL V `5 PR 3'-0' 8'-0' c 1 3/4' HC AL BA NONE AL B�, - TENSIONING WITH HEAVY DUTY HOT-DIPPED GALVANIZED MOUNT AT 11" ABOVE FIN. FLR PER UBC, _ - NONE ❑[� 1 FASTENERS FOR FENCE FABRIC PROVIDE HEAVY DUTY CHAPTER II. ��,, � - - HC�T-D!PPED GALVANIZED 4' DIAMETER RUBBER 6 3 -0' S -0' I' 8G P1 I PM - NONE WHEELS WITH WEATHERPROOF SEALED BEARINGS, MSMO' DED FIBERGLASS MOP SINK, FLOOR - - - MOUNTED. 2 ' T 2'-0' 5'-0' - I' SG PM - -- L04EELS SHALL BE FREE PIVOTING TYPE, SLEEVED TO U _ - --- --- PM NONE ❑3 © ALLOW F=OR VERTICAL MOVEMENT OF WHEEL ON PAVEMENT HOT--D PPED GALVANIZED LATCH AND TWO 5 SURFACE. PROVIDE ONE • -� - `� VERTICAL LOCKING PINS W/ TWO DRILLED RECEPTOR HOLES (ONE PER GATE LEAF). PAINT ALL HARDWARE AND FASTENERS BLACK TO MATCH VINYL FABRIC {� NOTE: SIZED NOTED ARE GENERIC. VERIFY W/'IFR. PF�:IOR TO FRAMING. COL OR. PRIMER COAT SHALL BE PAINT RATED FOR USE 9' OVER HOT-DIPPED GALVANIZING. , . e —_- -�- 455FREVIATIONS DOOR SCS-I�DUt�� Y1�lyT �5 uj 1 Vz- 3 _ y I m E 14 �- AL ALUMINUM HM HOLLOW METAL 5T STAIN CONC. CURB (SEE CIVIL) I KAWNEER OR APPROVED EQUAL. 4 10 BA BLACK ANODIZED M MINUTE TEMP TEMPERED Y PAINT DOOR AND FRAME SATIN BLACK TO PROVIDE I NG HOLLOW GORE PT PAINT C�� DE RECEI?+S N SLAB FOR WALK-OFT CARPET MAT. [3D-- ��___ -' �� WD WOOD I'^ATCH ALUM. STOREFRONT. __�� L'J T' I -- , PM PREFAB. METAL SC SOLID GORE !N6 INSULAEEi=D SEE SPEGIFIGAT!ONS-TOILET PARTITION VERIFY DEPTH REQUIRED W/ MANi.'FACTURER FOR FLUSH g FINISH WITH CERAMIC TILE SUR!~AGE. ❑s, VERIFY HARDWARE TYPE W/ FIRE PROTECTION X1(1 --/ I 8 B CONTRACTOR FOR ACCESS REQUIRED BY CODE. Ib 3'-0' X 1'-0' STEEL GANOPY ROOF ABOVE. SEE SHEET ® 'S LABELED DOOR ASSEMBLY PER UBC A6 AND STRUCTURAL ENGINEERING DRAWN&. 6. m 10043.432.1 1 --------�- --•}�-.- __ © GROUT FRAMES SOLID, PROVIDE 3 ANGHCIRS I I PER JAMB w L L CLAP h p CAP GpQN9}R wq�� D [] K/D SLIP-ON HOLLOW METAL FRAME. 2X4 STUDS AT 24' Q.G. WITH 5/8' TYPE -X' GYPSUM {� SEE SPECIFICATIONS FOR FINISH HARDWARE. O BOARD BOTH SIDES WITH 3' FIBEFIGI ASS SOUND BATT `� '� -_• _ '� `�+'"� I ALL LATGN9ET9 SHALL BE LEVER-TYPE, ADA INSULATION. ONE HOUR RATED PARTITION. EXTEND t-4 1 (2 OMPLIANT. WALL UP TO 4' ABOVE ONE HOUR RATED CEILINI6s. 35'-� I/?' BEARING WA' L: 7X16 STUDS AT Ib' O.G. WITH R-19 KRAFT Q -Y B FACED FIBERIGLASS BATT INSULATION, i/2' PLYWOOD ON so z :3 ' I C WALL DET41LS r `1' A� ENCL. � : ON - F/8W - - 'b ._ - , - ' F/SW EXTERIOR SIDE PER °STRUCTURAL DESIGN DRAWINGS, .�. �- I �� 6'.16 4 -1 1/2 3'-4 6 WITH 150 FELT OVER TYVEK IBUILDING FABRIC, I- _ _� �'3 SCALE. 1-1/'z":1 -�'" A13 �� U ,S F/8W F/SW ;p J MD � [t. AIRSPACE AND 3 1/2' BRICK, VENEER PER 5TRUCTURAL '-to -- i DESIGN DRAWINGS. O ON 4 I j G5 -- G 2X4 STUDS AT 24' O.G. WITH 5/8' 'TYPE 'X' MOISTURE RE51STANT GYPSUM BOARD ON RESTROOM SIDE, 5/8 - 1 - -""�= O TYPE 'X' ON OTHER SIDE, WITH FIBERGLASS BOUND GB . I ELECT. - _...__ _.._ _._ �t I �D j _ T 1E 9 r \ I I I _2 CsE3 BATT INSULATION. ONE HOUR RATED PARTITION. �t E TP 3'-6' j FIRE SPR v ! TP 2X6 STUDS AT 24' O.G. WITH 5/B' -TYPE 'X' GYPSUM 0 1mb A - 3 -6 3 - .p t �ELAM E O BOARD BOTH BIDES, 3' SOUND BATT INSULATION. ONE - _-_ 20'-D' ' 101/2, 3'-0 1/2' A C G �O FE C C HOUR RATED PARTITION. EXTEND WALL UP TO 4- I R�vi�IDn� Irn - + 5 -0 1/21 10 I/1' ABOVE ONE HOUR RATED CEILING. `n GEN. REV. 1-20-99 2 WALL ONLY MR \ �, E DOUBLE WALL: EACH TO HAVE 2X4 STUDS AT 24 O.C. 2 CITY/BID REV. - 6' l A3 INET FENCE) ` ? MR DF-I HALL. MR a^ E 2 22-99 5 LV`16 ap LV-2 3 LV-1 g \ O WITH 5/8' TYPE 'X' GYPSUM 50ARD ON OUTSIDE FACE ----- ----- 14 �- -- } --_1 ,d` MEN [2 1 E:1��i❑ ONLY. PROVIDE 3' FIBERGLASS SOUND BATT �- 1 / 141 103 '-� 5'-4' 1 b'-10' i WOMEN - G INSULATION IN ONE WALL ONLY. ONE HOUR RATED —_ li ,t 3 I� I O I PARTITION. EXTEND WALL UP TO •4' ABOVE ONE HOUR -- Y 5'-2 1/2' 6'-6 51.51. 3 1/1' 14'-8 1/2' 3 1/2' RATED CEILING. - - I41/2' f - _ ___ _ _ Slit - 1 G TP C f -_ A 1 <F> BEARING WALL! 2X6 STUDS AT Ib' O.G. WITH 1/2' �12 9 WG-I URN2 URNI - `S I PT/TR A PT/TR D r O I O PLYWOOD PER STRUCTURAL DESIGN DRAWINGS ON A3 C , �J �[ EXTERIOR SIDE ONLY. PROVIDE IR-19 FIBERGLASS BATT INSULATION IN STUD SPACE. 3'--- - I- 1q31 1'-0'i .. 1. 3'.Z' EQ. I EQ. EQ. [� - '� �� : ' + r - T G SHEAR UJALL: 2X4 STUDS AT 16 O.C. WITH I/2 PLYWOOD 9 I 3 1/2' 8 2'-4' i I 2,-4. 21112' P TP T. it EACH BIDE PER STRUCTURAL DESIGN DRAI�ING5. - t- WG-I WC-1 I 2 I - % �. _ �... WC-1 -' PROVIDE ONE I-AYER 5/8' TYPE 'X' EACH SIDE. ------- _---___-_ __.� A3 A3 81 A3 r H JAN. 2 INSULATE STUD SPACE WITH 3' FIBERGLASS SOUND J n M / 0 . i ATTENUATION 5ATT6. ---- -- -----_..--- ___ 6 - -- 2X6 STUDS AT 24' O.G. WITH 5/8' TYPE 'X' MOISTURE Drawer ti� checked By - ----- - \ - A C ! C \^✓• RE819TANT GYPSUM BOARD ON RESTROOM SIDE, 5/8' GVM D� 2 - H TYPE X ON OTHER SIDE, WITH FIBE}RCsI.ABD SOUND '^ BATT INSULATION. ONE HOUR RATED PARTITION. Project Number 98- 333 OONE HOUR RATED BEARING WALL: 5/8' TYPE 'X' GYPSUM BOARD AT INTERIOR FACE W/ 2X6 STUDS AT Issue Date 16' O.C. WITi4 R-19 KRAFT FACED FIBEWSLASS BATT INSULATION, 5/8' TYPE 'X' EXT. G`'P. SHEATi41NG OVER * � �g*� 1/2' PLYWOOD ON EXTERIOR SIDE PER STRUCTURAL Drowinq r''6 Name I VQ1� 1 DESIGN DRAWING5, WITH 150 FELT OVER TYVEK BUILDING 98-333-5Cl 4E D ; FABRIC, I' AIRSPACE AND 3 I/1' BRICK VENEER SEE sheet rVurrtw io�00 or R F41 PL 4N E P4 f=L 4N NOTES ON SHEET Al. I I I I P 99-01040 A� 1' 2' a' Im' WrAMa �I � I �i A,.0 NOTES: ,4 IIun992600S p�.y A� m 11 2' �' 1®' DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE --- --- - IZ55al' 23 sw�111'rll I 1 NOTED. F/3W MEANS FACE OF CONCRETE STEM WALL. THIS PLAN Ia 15ASED ON IBUILDING 'A' GRAB BAR DIMENSIONS ARE TO FACE OF DRYWALL. _2 ORIENTATION. REFER TO SITE PLAN-SHEET Al, I'(i 4 of 21 BUILDING 'p' 18 THE SAME EXCEPT ROTATED 180 DEGREES. a N 3 F f�ry'�IY...Y II• IIIis 11olicc allpem.s c1c;11-cr 111.111 II11• JUN 0 2 2000 document, the document is of margiwd gwdll.N. II III'ft�) Illlll'(I j1ill1111111111I!Ill!illlj! i Illllll�I;IjI I I{!!lji�! ! Ij!II'! IIII�'I!I'sIi '! � ' i ! j'I ;i11 I Ijlj � ' ) ;i ! i {Ij !I)i ill i i{!l!{ III I !'I1 ! !f. '�!I'►!il 11 ! 111 i111l, �I . !' i I i' i i I ' iI 11 I ' .ji IjIII ! IIII INCH —LMApE IN CHINA u I �m t -—�_ , �'i J i_ — 21 11 YY t I—i£ I �� I �` I I ? ii tT- fi I� - I� Il111111l1111111ii111�111(illlllill!!+!IIIIIIIIf! IiIIIIiiIlIIIIlII1 (111{11 !!Ilii{llWdilllllili!llli'I iilll IIIIi Ill1 „i llii,„i' 1 i ul I i i Iii IIIItI IIII I IIIIU I 1111111 I nlI , III4. — i nllU,l 11111,111 lu I I I : 11 i I ! I I..... . . IIIILI IIL.,f.111.1111111,I.,,lll,,.,,.�i111i, „�III1 II Il llillllfli. illll,,:,,1111J1„, ..11lI,.III,1Il,, I !,,,..I,.I,Ir,,,, ,IL„l,11111111111l1!I' . I{t13�' ++rlwri�YYa...Wr• i ! I r I I 12 I- © -..._. I - _- � -_._ _._. -.I <E*100 SUSPENDED ACOUSTICAL TILE CEILING GRID- BNC�ih1 DAB��D (�- RE ^+ -- - OR REFERENCE ONLY). THIS GRID 61 „ IS FOR FUTURE TENANT IMPROVEMENT WORK UNDER ,... 8'-0' AFF • U I I SEPARATE CONTRACT. • _ AA V-11, AN 2 LAYERS 5/8' TYPE 'X' GYPSUM BOARD GEILMG OVER 2' X 4' DRYWALL 8U8PENSION GRID SYSTEM BY ARMSTRONG OR ARCHITECT APPROVED EQUAL. FIRE SPR. ONE HOUR RATED ASSEMBLY. PAINT PER SPECS. ! _ F _ _ _. _ I F ��' _ I I w B - --- - I I � coNTlNlaouB 3' WIDE wNITE PVC SOFFIT VENT. C3 L J E _ LOBBY (� ! +- -- - i SMOOTH FINISH 3/16' FIBER REINFORCED CEMENT i � 2 l + I I C 101 PANEL SOFFIT. 'HARDISOFEIT' OR ARCHITECT Ei_ECT. 2 � _ I APF'ROVED EQUAL. PAINT PER SPECS. �� r L ____ FE - 15 � _.__ � u "'-_.._--"LTJ----�` I 5 WHITE PVC 'W" PROFILE CONTROL JOINT. I � LoJ 2 LAYERS 5/8' TYPE 'X' GYPSUM 50ARD UJ/SMOOTH/SMOOTH � I FINISH. PAINT PER SPECS. C14HALL I ItII G3 j( � II cn I07 � WOMEN _ SMOOTHFOR GYPSUM BOARD --� MEN w CEILING. PAINT PER SPECS. �1 ` _ 3 4 LB5� STEEL ANGLE LEDGER (SEE STRUCTURAL) 4 8 4 3 a a( ! I� COLUMN LOCATION (SEE STRUCTURAL) JAN. __.....I -1 4 AFF I l T8 FRAME IEEE STRUCTURAL) C/� Q 1m4 j U _ (� I I - B w �- `--� -❑ II GALV. ROLLED MTL ROOFING ` j {� -----U312 CONCEALED DIVER'ICR CHANNEL. SLOPE TO ONE ,4 A END ONLY. �-'- L`1 E2J 14'•4 ,►aFF ¢ 13 OUTLET THIS END ONLY 14 PROVIDE ONE LATER LONE SIDE ONLY) of ln' GYP. BD. DRAFTSTOP PER UBC SECTION 108 OVER 2X4 FRAMING 6 24' O.G. (FRAMING SUSPENDED FROM ** � T E BOTTOM F.). E S 10'-2'-2, STRUCTURAL FOR DRAG STRUT Al �, 9'-8' AFF 4 8 a SEE AFF LOCATION. N 4 N CSL15 PROVIDE ROOF ACCESS HATCH. VERIFY SIZE Sur R 0 Orvl f REQUIREMENT WITH UNIFORM MECHANICAL I NIG PL4NEN EG ANICAL GODS -� � 7 R � f AND COORDINATE EXACT POSITION WITH FIRE SK'RINKLER EQUIPMENT. ROOF OPENING SHALL BE I �� 0I 2' b' !m' �� `- t9 !' a' 5' 1m' l"IN. 10 FEET FROM PROPERTY LINE. IF IT 19 711111111111 NECESSARY TO LOCATE THIS HATCH LESS THAN 10 � FEET FROM THE PROPERTY LINE, IT SHALL BE ONE /_G HOUR FIRE RATED TYPE. #A-1 AB 4 3 ® AFF fC��T � f T �'B'-0 AFFa L X UR`5_ --- -- - 13 0' AFF TO -REFER- _.__.- -- --- - - - TO SPECIFICATIONS p __- -_------------ - --- -_ __ --- A- BIDE MOUNTED ALiJMINUi1 CYLINDER f1 I _ - ` - WALL-WASH FIXTURE WITH UP-DOWN _ LIGHTING CAPACITY. B- SUSPENDED DISH-TYPE ACCENT LIGHT. 1 SET RIM OF FIXTURE AT IS FEET ABOVE -- -� _ - I- ._ t __ T_ - r_ -_I __ -� - -- I-- .� _ - �- -❑ FINISH F _ I LOOK G- SIDE MOUNTED SGOIs10E TYPE LIGHT zl _L_ 1 l i -- -- - __ - -- ( ( FIXTURE. CENTERLINE -BOX AT 13'-0' - - - - - __ - I D-EXTERIOR LANDSCAPE PO I HT...� -_ �._ -_I .__ _._.l � � I I � ..�._ y _ -- __ — - LE t_ G SEEL E I _ __-I- .__ I JJ I e "i 1--- -- I- __.I ---- - — 1.__ .--I _- __1 ! LI � � AIA2 AND SPECIFICATIONS. �E- EXIT AND EGRE55 LIGHT PER BUILDING-- -- F-- � F- CODE. �-- I II 48 LONG, TWO-TUBE EXPOSED -- - I— — — ___ _I '- -- — I— �`► — -4 -" `�-- '- t FLUORESCENT STRIP LIGHT (SHOP-LIGHT � TYPO ■�■ fi_. _ I.__ -� - - - -- _I - - -+- - 1 - - I- _ - }- A I G-SURFACE MOUNTED 2'X2' LUMINOUS WHITE �Q 4 ACRYLIC DROPPED DIFFUSER TYPE — I I I FLUORESCENT LIGHT DIF (2) 40 WATT r-- -_I - -� --' -t --- �-- - I- --� -- -� _ r I- -{ -� - -_ I- -� _ �- _ �- -_I -- - -- T �- - 1- -- -r -- �- -- 77 - - --- -�- - r- _ 1- 7 - -� - T_ �- u-TUBES. T WALL MOUNT SECURITY LIGHT W/ METAI_ I I HALIDE LAMP ON PHOTOCELL CONTROL I ,. _ SEA E-SP- E_ - } } L _ L. -_ I- -? - -�. - L - �_. _I - -� -- I _ i +-_ _I __ I I_ — I I NOTE'. I®!! I — I — I — J I FIXTURE HEIGHTS SHOWN ON PLAN ARE TO A __ _ � r 1_ —. L__.. _I — _� — � _._._ L — I_ -� — _l .— _L__ — � _ �!• � -_ _._ .__ __ -_ — _� -- I-- — I_ ._.� _� _i_. _ �— ._I _� .-� � I— .._J — � -- -�- — L_ v a THE T FIXTURE UNLESS Lu OP OF XTURE NOTED Z Lu 8'-0' I I I I I II II I II I I I 1 I 8'-0' AFF OTHERWISE. 9 9 I I I 1 I I I 9 r 4 -}-- � � 8'-0' AF _ w _ -- -- T - 1-- — 1- 7 ___ '7 I_ _- _ F -- - -- - -_ I--- 8'_®• AIS � I I 1u I I -�- — -�- — 1— � — ? � __L _ L _._ l._._ _! _ 1 ____ _T r _ r- I _ `� - --a -- --1- — -�- --- I-- —I -- --� --- -�-- - '�- — !_-- _� --- --� — -�-- ---- I-- --I -- --� ._ — I- _ I_ ^_1 _ _� _ r _ C_ _I 1 I GEN. REV. !-20-99 I - - -1 -- � __ �- —_ 1- � � _ � — I` -� --i- �-. �.v .-I .._ � ._. _1._ �. - I-- ---1 -- --t --- -�•- -- f-- ----I - --�' - __ 1_ -.. I- I _..__ J.. -. J� _.._ �__ -I -. -1 _- __ -._ - _-_ _., .�..` _ _ - � 7 CITY/BID REV. 7-27-99 --C T r I -I T T r I -T _- ---- - - t- _ 1 �. ul I c�- L013bY o 1 I u�ra"11"T rur. nr o - ,. ❑ - --- a ,: - u:n:mmttt u3ya. a ,u n -A 7_ a ,q 8'-0' AIS 81-01 AFF - - A a ' — 41 1 8'-0' AFF B'.-V AFF lrJ 41 1:31 Al I OAA 3 4 8 Drawn ByChecked Ny Gvr 1 DB Project Number I 98•�333 lave Ute a a 1-lt�-aJ9 Draw,mq File Name• NOR•r C30-333'-CE(L ING5 PLo4NI �hetrl Numbtr� 11111)(M.-00019 � � � J 13111)99-00040 12550/12600 SW 68111 04 y 0 2' S' Isa' THIS PLAN IS BASED ON BUILDING 'A'�-`__ m, 5 of 23 ORIENTATION. REFER TO SITE FLAN-&4EET Al. J141 BUILDING 'B' IS THE SAME, EXCEPT ROTATED Im DEGREES. II' this police allpeArs clearer than the JUN 0 2 2000 document, Ilio document is o(' marginal yu;1111.N• I11R�•f111 11111cd I�I1�l��l�lf� ilil;l�lil� llli I�III�1 ljl•�I t I{ If! lil; l;ll�lli (111 IIiI i 1 I i, lil�r.i, l 1) ,Ili il ;l! li I i{i {I I Illii (I{i I i it I II i .. li 1 �I INCH MAOFIINICHINA 1 rm 1 1 - `- - - - 1 T�P I I i� 1 —1T it - - i8 �1 �"c T I. I I, 1. I,... I r II I 1111 III I 113311 I,{I 1111111 1!„r. 11 I I{ , it li�il Ir Iii nrrr I liir 1 rl i) I I' I' jiff 111111 IIUII II I"1' ' "1 1 ftu I Illrll , nll 1 1111111 un nl n, niI III I 1 Irrn n - IIIIIIIUIIIIIIIIII Illi lIII!l,,,,IIIIII I,I! I . . 1ll�•rrli,i ,,,,f I� ...1!!fl I Il;lf,.l.ilL,il 1, 31 .1,,.11111.....1 fl 'lllll.lfilll:.l. ii.Illl,Il, ,.1111,., .,1111,.,.,,1!!I„tl!l11,i111flilir,rl!lI,I r,rlll111r,r..•Ilrll,rr,l,lilrr: .;lfl ,rrll,ll�r,rll;,rrl.,,l,l,ll,,,r,l,. �� HdNwKi,c:,yy�,r�d.,e..tiri�(.wµkr•!I,iR-r� .f+�'�;!:, r <E*ro NOTES r I SLOPED CRICKET (COORDINATE W/ PARAP'E'T � G �X. � - RACING. (SEE Al AND STRUCTURAL) C� L1 PROVIDE PREFAB INSULATED CsALV. SHEET METAL -t MECHANICAL EQUIPMENT CUR58 FOR FUTURE EQUIPMENT INSTALLATION. PROVIDE SHEET METAL ��, `J INSULATED COVERS FOR ALL LOCATIONS. INSTALL Ar`y PRIOR TO APPLICATION OF ROOFING. VERIFY ALL �� NG SIZES AND REQUIREMENTS W/ HVAC CONTRACTOR AND ARCHITECT PRIOR TO FRAMING. �3 THRU-WALL SCUPPER (TYPICAL OF 6). PAINT co — BLA"iC SEE DETAIL 5-A8 AND SHEET Ab. (a 1 LEADER AND DOUNSPOUT (TYPICAL OF (p). PAINT BLACK. SEE 1 iHEET A&. � e L PARAPET WALL 4 ROOF CURB AT PERIMETER O WALLS. (PAINT COPING AND FLASHING BLACK) rd,l TYPICAL ROOFING: 3-PLY MIN. BUILT-UP ROOF L ` ,L-J OVER 300 ASPHALT FELT ON M/31' PLYWOOD SHEATHING PER STRUCTURAL. APPROXIMATE SLOPE • IS 1/2' PER FOOD. SEE SPECIFICATIONS. �- 4' CANT STRIP (TYPICAL THREE SIDES AND AT L lL'' RAISED ENTRY ROOF PERIMETER) y- L-� rI3 STANDING SEAM METAL ROOF AT VAULTED COVERED ENTRY AND LOOBY. REFER TO A&A7,A8, cn STRUCTURAL AND SPECIFICATIONS. r---r ne TS FRAME (SEE STRUCTURAL) Ita GALV. ROLLED MTI_ ROOFING _ 1 II 1 CONCEALED DIVERTER CHANNEL. SLOPE TO ONE Q� J END ONLY. I�� { N Il OUTLET THIS END ONLY 13 DRAFTSTOP BELOW (SEE SHEET A4) i1PROVIDE ONE HEATING/COOLING UNIT AT THIS N t , LOCATION, SIZE PER HVAC BIDDER/DES(GNER PROVIDE GAS PIPING AND THERMOSTAT. T L4 C9 3 IF _ I 10 � ' n 5 1 I rl� _ i-- I IL 4'-®' Z8'•®' 4'-0' !4'-m' I I4'-sD' 4'-0' 13 A <21 D2 KET TE21 F 12 14i p i i ! Cr OF: BLDG. cn l � i Ruvlll!c�n� GE's. REV. 1-20-99 1 CITl'/BID REV. 2-22-99 Q- Al F ' SLOPE SLOPE 1 I a IU a D ' Down F!, C' -mked By �'�ojat' N„tuber 98-333 �s,,,e Hate c 1-15-99 A� D,aw;,,g Fair Name NO�'T+� 98-333-ROOF Sheat IVumt-r� I11)I' 99-00039 PL o4N li U P 99-00040 12550/12000 SW(,liTN THIS PLAN 18 BASED ON BUILDING 'A' PG G of 23 ORIENTATION REFEII TC' BITE PLAN-SHEET Al. BUILDING 'B' 18 THE SA E, EXCEPT ROTATED 180 DEGREES. If IlIk notice apiwars clearer than IIID JUN 0 7 2000 docun►enl�,tlite document is of marginal Iln:itih. Illll'II)�1I .11�'l! I 24X S ,, ��IIII��! !�!�!{!II{Ij! �11 ! � IlijiIl{ ; Illjljlilf III�I !! INCH MADE IN CHINA i 1 cm2 3 L II 1 I 111 I i ll l I 1 1 ` I.. I 1 !. ?t I. 11. .! 1. . �a I111111- it I. , . I. 11 iii~ ff �3_ £� - _�� it- tli t� 3i 1 1 li�l�illilllilli)„1,�11,.,,llllll,ll.,.,11111.11 IIIIII .IIIII!I!I 1111111111!1!!!!111111!!1IIIIIIII!III!!ItH!!Il.1i.. !Ilii!,I,i Ijliniilflll!!illl!!iIIII!Illllll,!!!! IIIII!111 1!I!i!!!711!I!!!1!I�i!iiillt Ile,ri ;,�"il i' „Ili �iiJ .II I��ii,iii! ilii,!!!! 1!!!,!!11!1111 i!!!1!! I I II"" III J 11 . jl 1 ! 1I I l l J I I <E11100 NOTES 3-1/2' X 3-I/1' X II-1/2' ECONOMY BRICK, COMMON x BMW RI JNN I I yG BOND F21 3-1/2' X 3-1/2' X II-I/2' ECON0 MY BRICK, TWO r'r COJRbE STACK BOND, RECESS 1/2' BACK FROM FIELD BRICK 3 C; � G 2-1/2' X 3-1/2' X 1-1/2' FACE BRICK (4484), SOLDIER `I OF (1 �3 Al COURSE V C� 3-1/2' X 3-1/2' X II-1/2' ECONOMY BRIGl� SOLDIER 1 COURSE, R.JN 2 BRICKS PAST JAMB EDGE. • 28'-8. I? � WATERTABLE BRICK COURSE E-4 -` r �+! 12D 3 4 2Irv] -112' X 3-1/2' X 1-1/2' STANDARD SOLID BRICK, r----1 d N F r' SLOPED HEADER COURSE, CUT PER DETAIL. Al Al _ _ Al Al Z 13 2-1/2' X 3-1/2' X 1-1/2' 81*ANDARD BRII:K SOLDI. k o �N 19'- j `t ► -� COURSE 4' cn -� C��(1 r� ' 4 I'� 50 U 6' SQUARE DOWNSPOUT. FAINT BLACK +16-0, ❑ 8' X 8' THRU WALL SCUPPER. PAINT SLACKAft ` -« - *TOP OF BRICK _ �.,_] � 12 12,_0 .� -- • �❑-'� r12� 1 ❑ 12 X 12 X 9 LEADER BOX. PAINT BLACK E"+ 8 m A9 LIGHT FIXTURE A A II '-8' � [.^�_._ .� Cly 18 12 15-5;8' DECORATIVE CASTING NO. 15SM-014 15Y � 1 11 C2 l 2 I -- ! il� 11 I'1 2 PINEAPPLE GROVE DESIGNS, SFT BACK i/2' FROM 22 -�•j I i it ❑ � 1 I 22] � FACE OF BRICK SET WITH EPOkY GROUT. SEE M I • c 18 or I I - I+ -- 24' DEC,7RATIVE CASTING NO. 24SM-014 BY lie -- - - -T �: _ , b '�❑ 2 b 2 _�C ,�' m" (REF.) `� PINEAPPLE GROVE DESIGNS, SET BACK I/2 FtR01"T !� .� -- - -- — FACE OF BRICK SET WITH EPDXY GWOUT. NOTE: l INISH FLOOR MANUFACTURER TO CUT PIECE TO 23-5/8' SQUARE 4 �; N 3 `G� SBE EAl 6J b 6 2 FOR MASONRY DIMENSIONS. SEE SPEC-& � A9 91 14 STANDING SEAM METAL, ROOF. SEE A0, AD rm L �� I I STRUCTURAL AND SPECIFICATIONS. Eft-1 ON 15 ENTRY ROOF BEYOND C14 16 3-1/2' X 3-1/2' X 11-1/2' ECONOMY BRICK, SC:;.DIER COURSE, CORBEL OUT 1/2' FROM FIELD BRICK 11 2 SOLDIER COURSES OF 2-1/2' X 3-1/2' X 1-1/2' FACE BRICK (448), RIJN 2 BRICKS PAST JAMB EDGE. 18 3-1/2' X 3-1/2' X 11-1/2' ECONOMY BRICK, CORBEL CUT ln' G 19 PARAPET METAL. PAINT BLACK AlI ❑ HARDI-PANEL SMOOTH FINISH SIDING. PAINT TO 0 MATCH BRICK COLOR 5U5MIT SAMPLE FOR ARCHITECT'S APPROVAL. REFER TO SPE-CS FOR ]� BRICK INFORMATION. MUTUAL MATERIALS CO. ORAk (, 14 + 28'-8' ARCHITECT APPROVED EQUAL. \J - �- PEAOF ROOF C,1 WALL MOUNT SECURITY LIGHT. ALIGN CENTERL INE A J OF FIXTURE HORIZONTALLY WITH CENTERLINE OF CASTING (SEE NOTE 12) AND CENTER ON WINDOW (� Al BAY BELOW. SEE A4 AND SPECIFICATIONS. I II ❑22 POLE MOUNTED LIGHT FIXTURE 'D'. PROVIDE IB' X 18' X 36' DEEP CONCRETE FOOTING (TOP OF O CI6 FOOTING FLUSH WITH TOP/CONC. WALK) W/ 4 04 VERT. ---- ® r TOP OF BRICK BARS AND "3 TIES AT 12' O.G. VERT. PROVIDE (4) � �--- 16 ❑ 1/2' DIAM. ANCHOR BOLTS WITH b' MIN. EMBEDMENT . }� '' 11 (VERIFY SPACING PATTERN WITH LIGHT POLE MFR). v .Y -��-�. ��y d 9'-2' ��_� 112 - .. .... _ +12'-0' SEE SHEET AI, A2, A4 AND SPECIFICATIONS. --x 2 3 -L� ' LJ - - TOP OF -- — }......... :. ,...... :.,. .. F Bi`ICX 23 PAINTED STEEL CANOPY. SEE A , A5, AND E 4 ir 16 STRUCTURAL. li I DO- -0* bAli +m (REF.) l Y FINISH FLOOR I Lm E fidrz E L. rm \/4 m ' f ON RIGHT SIDE ELEVATION IDENTICAL, OPP061TE 1 As • G A'! Rtsvl��ona 15 GEN. REV. 1-20-99 2 CITY/BID PZV. 2-22-99 15 QA8 ! , +16-0, 1 TOS' OF BRICK S r7l 12 - 23 _ 1� L8 2 r I; 9 rill 2 I Nom -[ O I— r Dawn 8y Checked By lam ❑_}-'- --❑— i, r - -- ---- 2 b _ _ __ +0 m (REF.) wr1 DB �'�` Y FINISH FLOOR Project Number b 98-3 3 3 .►�-.r' lotue noterm F= L r, � I-15-g9 p4t IEDraw;nq File Nome e 9&-333-ELEVS S1•ret Number Cxr=N RAL NOTES. BLIP f3Ul'99-00039 99-00040 THESE ELEVATION$ ARE FOR BUILDING A'. MJ 1'12550/12600 SW 68TH BUILDING 'B' 18 THE SAME, EXCEPT FOR THE LOCATION OF THE SECURITY LIGHT (NOTE 21) PC) 7 of 23 REFER TO SITE PLAN-SHEET Al FOR BUILDING LOCATIONS. If this notice appears clearer II►an the JUN 0 Z 2000 document, the doctllnent is of mark,61:11 tlualil�• Illll'f+111!Illi'll �� , T�i�I�I �II� IIl�1I1{IIIIi i II!IIII�II!I! I IIlj! Iii! I !IIIII!IIIII Ilill iIiI1Il !; 'i '!!! I!jll ! { ! !iI � ! i I• .jl ' iii !Iiii ijili I i i ! 11ll! I i! III II Ilii 111 i'i i i ' ! I!!1 ! I�!� INCN�MAOr IN CHINA I I I i 1 l I I A , it — t1 1 III 1111 III II 11111!1 II 11!1 II Iliilll !fill 1111111 1 i!I!ii i!11 i 'Ili! f......... Iii! I' u1 It "'' ' IItt.1 I t1r111 I 1rt1 , 1 n IIt1 II n 11 1 nl n1 n l u IIIc 1 11 1 •III1111I11,111111,.1,11 ,i1, .,.„I„II!„„I„I,,. .,.II „•i,f.....,I,I„ ..•!!II!I••,J.II,...i...•,.,,.,11lti,,.,ll,l.•.•..!1!.- .ulii.l!I!!,.!I!n!!InIIU..•,.11l,.•.„IIII,II.•.III ,IIIIIi! i' ” , I , I, i hl�i;1!111111: ,1111rII1,l. •If1Il„1rl,lll„ ,11,1111 1„1,,,1!11,,,l,1111111t11,{,II. �.+ SEE f_ .._..___. FOR ADDITIONAL _,� l�i� ��..�, •�, NOTES ( 1 TYPICAL ROOF SYSTEM: BUILT-UP ROOFING OVER 4C.� A. SIM - 30ASPhALT FELT ON 19/32 PL.'rWOOD ROOF - (" SHEATHING OVER TJL JOISTS AT 32' O.G. PROVIDE " A, --�-- � R-i9 F'dERCsLAS°..� BATT INSULATION BETWEEN �- - R-lilb SEB AT THE UNDERSIDE OF THE ROOF DECK PORTLAND,,OREM A NOTE: -_ �- --_----=_= - � THE REAR WALL 12' EXTENSION HOURIR AREA ISS HERE TO 'I NIS 7- - - RECTION, BUT IS ONE HOUR FIRE RATED. THERE ISA 5;B' __—__--- _ - . _ — _____ \J - �--' ECONOMY BRICK WITH I' AIRSPACE,�5'�AS•PHALT nF LAYER OF EXT. GYPSUM SHEATHING OVER THE PLYWOOD ON L tNf: EXTERIOR SIDE OF THE BRICK VENEER FRAME WALL, AND ---- FELT BUILDING, PAPER ON i YVEK BUILD!NG FABRIC /8' TYPE 'X' GYPSUM BOARD ON THE: INTERIOR SIDE OF THE j MEMBRANE ON 1/'1' PLYWOOD BREATHING ON 2X6 BRICK VENEER FRAME WALL. 14 UDS AT 16' O.C. WITH R-19 FIBE1�aLA88 BATT '� -� _ - - - -" -" - -' + ---__ ----- INSULATION. SEE STRUCTURAL ENGINEERING DRAWINGS FOR ALL FASTENING REQUIREMENTS. (;3 11 'MOTE: INTERIOR WALL FINISH MATERIAL (NOT IN THIS �CONTRACT, PART OF FUTURE TENANT +�IMPROVEMENTS) SHALL BE 1/2' GYPSUM SD. r-a � SP'E!2& IVg1'E: E Mn NOWH WA1LL Ota BUILDINfa C-i I �' \ 12 'A'AND SOUTH UJALL OF BUILDIW& 'B' �L BF__C& Q �.� ! I ! ONE HOUR FIRE RESISTIVE TRI, 710N ON �'� N TNEBE WA LS, ADD ONE LAYER OF "' TYPE 'X' -�..1 PLYWOOD ON T° M B IEATJJI� R THE �+ Kill PLYWOOD ON-ZHE EXTERIOR SIDE AND ONE LAYER OF 5/Q' ��YP�,1.L1..WALLCQAR.D ON THE I )c- j'"� Ci Cr l I N Cx INTERIOR SIDE JO THE �QERQIDE OF THE � `• Q ?EEK EXTFI�Q THIS PRO CTIy� MEMBRANE. U1� 10 THE TOP OF THEPA e�T UALL ABOVE THE SCALE: 3'= I'-0" �WITH 5/8' TYPE 'X' EXTERIOR GYPSUM-+ '' Illi. SHE�7HING. SEE H-A] FOR I HOUR DOPING DETAIL. 3� RAKE WALL: 5/16' THICK SMOOTH FINISH cnc 'HARD I-PANEL' CEMENTITIOUS SIDING OVER 15' �---� -�-- -'-" C ASPHALT FELT ON TYVEK BUILDING FABRIC ON 1/2' -- -- A� PLYWOOD SHEATHING OVER 2X6 STUDS AT 16' O.G. &2 PROVIDE R-19 FIBERGLASS BATT INSULATION IN WALL CAVITY AND 5/8' TYPE 'X' GYPSUM BOARD � CI OVER 1/2 PLYWOOD SHEATHING AT THE INTERIOR -_,f SIDE (SEE STRUCTURAL). INSTALL 'MARDI-PANEL' EALANT AT ALL 12 SIDING WITH ICAL JOINTS PER MANUFACTURERS SPECIFICATTIIONS, PROVIDE $ 1 I GALV. 'ZEE' FLASHING AND SOLID E5LOCKING AT 12 2 a 5-8 ALL HORIZONTAL JOINTS. NOTE: RAKE WALL I I 1b 12 \ �, FRAMING EXTENDS TO THE UNDERSIDE OF THE Ib I I / TRUSS DIMENSIONS ROOF SHEATHING. 1n �• A9 -16 I 6 (TYPICAL) GLu AM AM (. STRUCTURAL) in L BE 5EE . 1 '� + r5� PREFABRICATED GALVANIZED SHEET METAL _ -�� - V ^ - -- .- -- I I I Q +13'-@ 3/4' - MECHANICAL EQUIIPIM TENT CURBS, STAGGERED 14 T TRUSS BEARING ALONG CENTER L3EAM LOCATION. SEE ROOF PLAN ,.� '� FOR LOCATIONS. PROVIDE REMOVABLE _'- `i \+_ 13 _ - +12'-1 1/2' GALVANIZED SHEET METAL COVERS FOR ALL -= - CURBS. MECHANICAL UNITS SHALL BE INSTALLED BOTT/CiLULAM UNDER SEPARATE CONTRACT. CURBS SHALL BE \�+� I INSTALLED PRIOR TO THE APPLICATION OF THE 3 j �_--___ =--_ : ROOFING TO INSURE PROPER FLASHING AND 1� SECT (' 121 , SECmr . 'S - I I - A8 j Q �' WATERPROOFING. VERIFY ALL LOCATION:i, rmXmr . 1-.1 Q DIMENSIONS AN , ' r D ALL OTHER I M r T t E XT , 214 ( I E REQU RE E � S WITH f ``y ' I HVAC BID-DESIGN CONTRACTOR AND AR:�HITECT I ! I PRIOR TO FRAMING. SCALE: 3/4"-1'-0" '�'� SCALE: 3/4'=I'-0"` I I I IL 1 _ _�1_ `---' +m-_@ T-_ � FIXED GLASS PANELS BEYOND u I FINISI-� FLOOR 'Q 13''4' _ STOREFRONT DOOR, TRANSOM AND SIDELITES BEYOND C _._. C, STEEL COLUMNS BEYOND, SEE STRUCTURAL. D 12 v! Al 16 � BRICK COLUMNS BEYOND LI M I TYPICAL FLOOR SLAB: 4' GONG. WITH WELDED m / , D WIRE FABRIC OVER COMPACTED FILL PERr=N1 or R Z �- +� m 2' '� Imo' LEVELTSLLAAB FINISIGN H, READY FOR GLUE-DOWN SMOOTH, . }� SCALE:i/4"= !'-(d' TENANT CARPET. � v FUTURE SUSPI=LADED CEILING LOCATION (NOT IN THE •� B 4 5 11 SCOPE OF THIS CONTRACT, PART OF TENANT Ala As Im 2m 116~ A F5- 1 IMPROVEI%'IENTS) '-'- AO A2 N LA 2 I _ - A8 A8 r l 1 A'I 2 12 STANDING SEAM ME,rAL ROOFING OVER 300 ASPHALT FELT ON 1/2' PLYWOOD OVER � +16'-@' -"- � - «< .� I ----- ! -- l - ;'� +16'-@, PRE-ENGINEERED WOOD TRUSSES AT 24' O.G. r TOP/BRICK I TOP OF BRICK PROVIDE I FIBERGLASS BATT INSULATION AT \ � � IA Yl) Ig I (�\ „I. 1 CEILING LEVEL. 3 Lu 5/8' SMOOTH FINISH EXTERIOR GYPSUM BOARD Alb 4 _ - - - - - 5/8' SMOOTH FINISH EXTERIOR GYPSUM BOARD ON fillL 4 C ei 14 1X2 WOOD FURRING AT 24' G�.G, OVER _ I ; 8 +; .n PRE-ENGINEERED WOOD TRU83ES AT 2AV O.C. �' �10 Q A _ I SECTION AT NORMAL SPANS 6 IS PAINTED STEEL CANOPY: 3' X 6' TS Fillil WITH ul 10+01-0111 As 2-04 9GTAL SID CLED ANDLES L PROVIDERGONCEALED WATL DECK ON ER I6 � FIN. FCR. W--4 T�`��' � - - _ �-- --_�•_ ` END. PROv DE WELDESLOPED EEL PATE EACH STLET AT IDE v, _�..._ FI I FLOOR w -8 * 2 FOR STEEL SUSPENSION PIPE, ATTACHED TO '1 ----- _ -- -�- BUILDING WITH EXPOSED STEEL PLATE W/ BLDG. /2\ 16 Ib 2 CONNECTION PER STRUCTURAL. SEE 5TRUCTURAL FOR WAl - REINFORCEMENT DETAILS. STEEL FABRIr',ATOR SHALL SUBMIT ENGINEERED SHOP R1A�vt�lot� �I � � DETAIL ZmJA9�FOR ENLACRGED SECTION.ERVIEW. SEE GEN. REV. 1-20-99 G . 2 i � / CITY/BID - �� C 18 D REV. 2 22-99 ra 1 51 Im 0 2' S I� A Ib DRAIN, SET HIN MIN. iTED 6 X 6 GRAVELPERIMETER FBED WITH FILTER FABRIC SURROUND. TYPICAL ENTIRE BUILDING PERIMETER CONNECT DRAIN PIPE TO STORM -------- DRAIN SYSTEM. SEE CIVIL. 5 5 A7 L5 L� I Q 11 5/8' TYPE- 'X' EXTERIOR GYPSUM SHEATHING. I l I e SIMILAR - -- - A8 AT COPING I - i r r\1�A.. I) l 1 1 1 1 1 1 I�l i t, l l „ - -- � "'- • - - \ �� TOP OF BRICK A4l 1-,114 yp r• H 1 0 Y CheckCd By 2 nrm,erl Yumblr C� L TYPICAL 98-333 FOOTING n-lue Data FINISH FLOOR --� 16 -- -- +\\ i't 16 2 Grow;ng—file Name A PROVIDE DRAFTSTOPS AND g8 333-SECT IONS FIREBLOCK.ING PER OREGON Sheet Number STRUCTURAL SPECT 1%LTY CODE SECTION 108. SEE ALSO ROOF 1iUf'99-00039 0 1 � f I i l I P 9')-00040 FLAN 84-BEET AS AND REFLECT D 12550/12600 SW 68'111 141 0 2' 5' 101 CEILING P AN "�NEET A4. I'Ci 8 of 23 If Illi notice i11111e:Irs deals 111:In the JUN U Z 2000 docI111Ic1►t, the doullmcnl is of, n1:11.ginal 11n;Ilis). Illll Il►I llllll'lI i INCH ( MAOE IN CHINA I I I jlll II jlllll II II111 II IIiII I li 11 I IIII !ii IIII II!' it filil (i'lii '' ! ' I ' •11 it 13 11 11 Te —TV '•': :1ltt n l n 111111,;1 n11 1 1 n It a 111111 11n1111 n1 � t1 111 +•1 �INjll!Illllljll�!l1III .II. II 1,1II jl ,11+1„jI, .r111,11,1I11,1 1IlIIII..rnllu.,,,ult.I•.r11..111,.. ,ir.I,..II!!11i11.1111+�+IIIIII.III!Ij111111111j11Iii!I!Ij111!E,,,!II,I,iI+l11111lin1111111111i;ji:,11111, ,. 11,11j,,, ..11�11 ,�11,11L1 + •,11111.11111�1111111111j11111111It111111� �. i - I 2- ---_-.-_- ID (2) 2X6 CONTINUOUS TOP PLATE ❑�1 .'° — 19 I 2 2X6 STUDS a Ib' O.G. 1-31 2X6 P.T. !'BOTTOM PLATE W/ ANCHOR BOLTS PER 'rte` 'G'�' " _".�• STRUCTURAL. • % �dN11ANU,O�LgON . _ I SLOPE MIN. OF I!2' ,,• ►"n, +4 AFF. - �_- SHIM FOR P081TIVE SLOPE _--____ � �' �-_ _. , TOP/GONG. 41 -------- -- -{25 -' PRESSURE TREATED TOP PLATES AT COPINCs LGGATIONB. � J PROVIDE PLAT E6 DE KERF CUTS ON E;OTTOI 1 SIDE OF ALL PLA.E6 12 - , LARGER THAN 2X8. (TYPIc.:AL FOR ALL LOCATIONS) / ' \ --- --� - ❑ RAIN DRIP BY ROOFING SUPPLIER f'" f , dp STANDING SEAM ROOFING OVER 30' ASPHALT FELT ON 1/2' L52j_ _ — PLYWOOD SI-CATHING14A O N Jl -- 9 RIDGE GAP BY fZOC�FING SUPPLIER � N_ _- --- �_- - - -+----- I/�' { I�;=�� 'Z' SHAPED CONT. CLEAT FOR ATTACHMENT OF RIDGE — DG 0 CAP. PROVIDE CONTINUOUS SEALANT ALL AROUND ------ -- — 3l BETWEEN CLEAT AND STANDING SEAM ROOF. I ( WATNRTABLE °� HOT D PPED GALV. BRICK FLASHING (PAINT BLACKCOLUMN CAPI "r'AL 18 � '� I ,4 I L MEM4,LL I ON /�� I� Or. A ALL r-LD- PROVIDE ROPE-TYPE WEEPS AT 24'11I,� `„/ �' Or. AT ALL FLASNING LOCATIONS. LAP BUILD�NG FELT r.4 � A8 SCALE: 1 1/Z"=1-©° A8 OVER TOP EDGE OF FLASHING AND CAULK EDGE. SCALE: 1 1/7. "=1-m /� A8 SCALE: 3".-1-0" A,3 SCALE: 3 =1-m l 12 SEALANT AND BACKER ROD. COLOR: BLACK. �� — -- 13 4' WOOD CANT STRIP AS -- �1 ` J 14 3 PLY MIN. BUILT-UP ROOFING OVER 30' ASPHALT FELT ❑ ON 19/31 PLYWOOD SHEATHING. REFER TO ►� 9 SPECIFICATIONS FOR ROOFING SYSTEM INFO. Q - - - &A8 AS r- 10GALV. FLASHING. RUN ROOFING UP SIDE WALL TO 5.10 UNDERNEATH OF THIS FLASHING, FTKOVIDE SEALANT AT 0; - �Ag 8 TOP EDGE. (TYPICAL)_ --� 3 Iva GALV. THRU-WALL SCUPPER WITH 2' FLANGES AT ALL FOUR SIDES ON ROOF SIDE. LAP EXTRA LAYER OF 30' N FELT AT ALL FLANGES, APPLY ROOFING MATERIAL OVER 11A TOP WITH CONTINUOUS SEALANT ALL AROUND. VERIFY W/ t — AB .i, Ig ROOFING SUPPLIER EXTF'NO SCUPPER 1' BEYOND FACE SEALAN BRICK ALL AT AROUND. PRIME AL IDE LMMETAL,PPAINTT AND AGK T7) NOTE: SCUPPER 15 ABOVE LEADER BOX 4 SERVES A8 �� 1® / EM MIENCY OVEFZFLOW PES? UBC. 1l 1/2' CORBEL FOR SOLDIER COURSE AT ALL PARA?ET - LOCATIONS, COLUMN CAPITAL. - I/2' - -�--- - -'/ -- 18 STEEL MASONRY SUPPORT ANGLE (SIZE PER STRUCTURAL -_e __6' ENGINEERING DESIGN DRAWINGS) PROVIDE THRU-WALL FLASHING AT ALL MASONRY ANGLE LOCATIONS WITH Ig ROPE TYPE WEEPS AT 12' O.G. PRE-ENC'sINEERED WOOD TRUSSES AT 24' O.G. BUILT-OUT 2X HAILERS (SOLID) Kos � »r4i� GABLEQo4<M14 COQ' INC At 2 4 °' �aC�'r , CO " IN 612 " �-- �I�S�I® '3 � �� I Z �� ®� 11 �� I �� 2J 2X8 SOLID BLOCKING (SEE STRUCTURAL) 1J.-- A8 GOALS: 3"=1-m" A8 SCALE: 1 1/Z"=1-®" A8 (� SCALE: 1 1/Z"=1-®" A8 SCALE: 1 1/Z"--1-@'' A8 SCALE: 3"=1-O" I WOOD SEAM (SEE S'TRL:CTURAL) 1� NOTE: ONE. H R RATING REQUIRED AT-52!2 QNOTE: ONE HOUR RATING REQUIRED_AT THIO WALL, nn 1 Wr4LLS. 8>l:,E SECTION SHEET A7_FOR LOCATIONS. 1 $EE $ECTFON SHEET Al FOR NOTE$. 15' FELT OVER TYVEK BUILDING PAPER ON PLYWOOD 25 _—__� 23 SHEATHING �J -- --1`_5� r41 r31 �6 5 24 WHITE PVC CASING BEAD 5/8' TYPE 'X' EXT. GYP. SHT'G. ( TYPE 'X' GYP. AT INT.) 2X4 FRAMING AT 24' O.G. 21 STEEL BEAM (SEE STRUCTURAL) 2X& NAILER, SHIM TO ALIGN WITH SIDE SOFFITS. 21 19 CONTINUOUS 3' WIDE WHITE PVC VENT Lu 2X4 BLOCKING ��31 GALV. STEEL COPING (PRIME AND FAINT BLACK) WITH CONTINUOUS HOLD-DOWN CLEATS AT B07H SIDES. 31 2X4 CONTINUOUS NAILER � �--- IZ 11� 33 CRIMP END ROOF PANEL OVER RAIN DRIP TRIM. �11 STANDING BE W/ CLEATS * 16' MAXI SPACINI53. ROOFING \� 32 ; MFR TO SU5`11T DETAILS FOR ALL FLASHINGS AND 12 Y! I CONNECTOR5 TO ARCHITECT FOR APPROVAL. TYPICAL ALL CONDITIONS AT STANDING SEAM SYSTEM. (� 6' WIDE GONG. STEM WALL. I� ROAR GABLE SCUPPER �� FINISH GRADES (MIN. 6' BELOW FINISH FLOOR) Revl�io��• �J 8 PO4RAPIT COPING FRONT Cxo45LE RAKE �j ENTR� 904v i 3l TYP. BRICK WALL (SEE SHEET Al) - - a ' 11111111 GEN. REV. 1-20-SS SCALE: 3"=1'-t9" A8 SCALE: 3"=1-m" A8 SCALE: 3"=1-�" A8 ��- �� SCALE: 3 -1-ta ® PLYWOOD SHEATHING (SEE STRUCTURAL) Q C;T� SID REV. 1-11-c NOTE: ONE HOUR RATING REQUIRE AT THIS -UJJA L„ NOTE: ONE HOUR RATING REQUIRED AT 50M DEE�LTIQ�I SHEET Al FOR NOTE& �WALLS. SEE SECTION SHEET Al FOR LOCgj�°� g i' TYPICAL AIR:3PACE. 2 ® THICKENED SLAB EDGE. (BEE STRUCTURAL) — -- �— 41 PRECAST MEDALLIONS, RECESSED 1/2' FROM FACE/ BRICK VENEER I II 42 'HARDI-PANEL' SMOOTH FACE CEMENTITIOUS SIDING OVER i 4 e_ 3l A8 15 ASPHALT FELT BUILDING PAPER OVER T'YVEK c INFILTRATION BARRIER ON PLYWOOD SHEATHING PER � - L�— I STRUCTURAL. IEEE SHEET Al) ---�r— i' 1� _ 6 , / �" _ \\ 4❑3 26 GA. PAINTED FLAT MTL. PANELS ON 150 FELT. I ' 444 1/1' CORBEL AT THIS COURSE. -----_------------____._ - - _ i 35 WOOD BEAM (SEE STRUCTURAL) / 25 Draw" By Chocked By 2 EXTRA ' .� rERS OF (ROOFING MATERIAL AT PERIMETER Gv1 1 DB CANT STRIF- FOR FLASHING. RUN MATERIAL UP UNDEI@ C-ALV. FLASHING AND PROVIDE CONT. SEALANT AT EDGE. Pr`'e`c Numre C-1 7o�,oC:1r .�CJ� I �' C� °STEEL COLUMN BEYOND (SEE STRUCTURAL) Da,e ;i OF dl' ; r N i 4❑B PARAPET BEYOND. ,og I Draw;nQ I;Ie Name 24 25 49 2' WOOD CANT STRIP. CJS-333-DETAILaI 3 19 '� I _ 1 ® WEEPS AT 12' Ole. Sheet Number _.] A8 IZ 51 SOLDIER �PE R COURSE, GUT AS REQUIRED BY SIDEWALK 6 roccor INCO ,� X3,450 roL.ASH INCr3-%,14-NS0FIC I or \/�tK"2� SOFF I InICP�415Lr I SOFF I T1S10 WA L L�8 SCALi: 1 s 1 -m � SCALD: 3"v l'-m" A8 1_ A8 1521 CONSTRUCTION JOINT. SCALE: 3"_ 0" SCALE: 3"=1-m" A8 SCALE: 3"=I-m II III ► vr�-I►uu_ly NOTE: ONE HOUR RATING RIEQUIRED AT I21E C`�QTE._Q(`lE HOUR R.4TING�IJ1�D. AT SOME 59 4' PERF<�RATED PVC DRAIN IN FILTER-FABRIC WRAPPED IWI'r)9-aln•u► 2 �� ON bNEET Al F�l� LOCATIONS. �? N 15. �F aR 2 INQ'¢.: ONE HOUR RAZING REQUIRED AT.60M ❑ GRAVEL SURROUND, 16' X I6' MIN. GtION SHEET Al FOR LOCATIONS, �W�gLLB,-3E148EG?I ►EET Al FOR LOGATIC�NB 1 2550/126111► tiW r,K I I I •l-i LaY - ____ -_ _ 1 If this nulicc :Illpears cicarcr thall the JUN O 2 2000 docunlcnl, IIIc Ilucnlnr�nl is r►f nl:lr1irl:Il rin;llil}. 1111'(1,0111111 '(1 ., °111 I I I I' I ' I II11111 ' I ' i i l l f l III I I I I�! i t X11 # III IF I I . li I I I l i ► I rill I I �I �I � i � n I INCH I MADE INCHINA I I I I I l i I I I cit I I I I( 1 I I I I I I I' I { I I I t I 3 I T .Iis It I. .I. I. . 13 l: 1 I_�— �� T1 i!fF � 11111 111 I Ilillll I 1111 II Iliilll IIiI I II11 iiini Ini 11 1 1� i� it h Iii i iI i Ili' inl I'{il 1' I !....l !hw uiui 1 II "" �I,1�,1 11�1A r� I i nilllnil�ni nnln ni In I, ( IIIIIIIIIIII.,�,,III. �III,II, Ill,nl ,III. ,! l,,...,11111,..,1111F, Ili. I�III..,II,,.III ,. I... , .Inl,il, .II. ,�tl .�I,l.•IIIl�ilnlfli I -.- �} .waw...nww...�Y.cYo..wrwia.wwnruavr�pww�l 1g11NwY�N�MYMIICAlWa4�:;ar��n.i�AifMAYN::v:YN1m1YC��GW,AG'SV64b1Y7.9�PeAtifiiSa:w+4F4�7R07F�A41i�;6F/flYllWfe'k5 .t .- Cd.w„i;F s - w�al- .,a?9�ea�!.altx'+a!'t4;1''41Q`�e..'•;algrr�re':.:seemcawue�.r.,wx�,pr•.•;a�,;:w:�u,te a!�swar'.�a,� owumy�,+Rua:.�sa,r a.•:.,,,aarr rsa- 416�'��1� Me!!+�! I tv -Vyo n �: II2 _�. _ _�_--_ _ _ 2X6 WALL (.5 '_7 r- 23 y Q A 9158>v1T r1 13 _ 49 ,r ( ___-\1 A9 - WOOD HEADER (SEE STRUCTJRAL FOR SIZE) �" - '^^ `--' ROPE-TYPEIDWEEPS AT4D' BRICK FLASHING. NIQU-WF'f�OVIDE1J1NI[l. ORE1iAM, ALL FL-'+SHING LOCATIONS. PRIME' AND PAINT TO MATCH Q �J BRICK WHERE EXPOSED (VISIBLE). `` / E] SEALANT AND BACKER ROD. COLOR: BLACK. �� STEEL MASONRY SUPPORT AhrILE (SIZE PER C,�] t_ I 3 At ; ( STRUCTURAL ENGINEERING DESIGN DRAWINGS) , !Icl�� _ PROVIDE THR11-WALL FLASHING AT ALL MASONRY 6, ,� A9 ANGLE LOCATIONS WITH ROPE TYPE WEEPS AT 24' O.G. fN- ► I ( 4_ 3l Ib GALV. FLASHING (PAINT BLACK) 2 �_-� L � -- i ------- - - C) N 4 SHIM SPACE WITH BACKER RCD 4 BLACK SEALANT [e] 5/8' TYPE 'X' GYPSUM BOARD �1 11 ® I ( 25 -- 0 �] FIBERGLASS BATT INSULATION Isa FASTENERS PER STOREFRONT MFR'S INSTRUCTIONS. � �( 60"'� � A , CAf�lOfi�Y i9 S.F. DOOR SILL ,e PILASTER/WDW JAM PILASTER/S.F. JAMB B REASENTRY - HEAD 11 2X6 PLATE �bW O SCALE: 3/4"=1-O" Ag n- II ,I a i- - i1 150 ASPHALT FELT BUILDING PAPER OVER TYVEK SCALE: 3 -I-m A9 5CALE: 3 ■I-m A9 A9 12 A-v AL SCALE: 3 -I D SCALE: 3 zl-ta ►-- INFILTRATION BARRIER ON I/2' PLYWOOD WRAP TYV'EK INSIDE ALL WINDOW FRAMES AT THE HEAD JAMB w-+ AND SILL. (VERIFY W/ WINDOW MFR. PRIOR TO INSTALLATION) BRICK BEYOND } 'a SOLID STANDARD BRICK SIL(.: 5/12 SLOPE EXTEND - �18 MIN 1' BEYOND FACE OF BRICK BELOW. 521 N SOLID IX WOOD SILL, CUP GRAIN DOWN. PAINT AND �1 l41 a f — - PROVIDE BED OF SEALANT ALL AROUND. BULLNOSE FRONT EDGE (TYPICAL). A9 tfN�i 16 GROUT SOLID AT PLATE LOCATION (3 COURSES)A2 1� GROUT SOLID AT TS FRAME LOCATION A SEALANT. COLOR: BLACK. 6 WIDE CONCRETE STEM WALL. SEE STRUCTURAL FOR l - n 12 `J REINFORCING. t —{_l m STOREFRONT SILL ASSEMBL" PER MANUFACTURER'S ('\ SPECIFICATIONS. J --- `- - - --�- --- - F -♦ - 13 21 1/4' -0441M SPACE WITH BACKER ROD AND BLACK GAS (; SEALANT. '�� 21 �` __ N 13 - ?� 22 FINISH GRADE: MINIMUM DOWN FROM FINISH FLOOR V A� 13 A9 I A II, O 4 23 WOOD HEADER: SEE STRUCTURAL FOR REQUIREMENTS. 24 LAP 150 ASPHALT FELT OVER BRICK FLASHING ,� sorwrmI �'/I�J� UU rmADri� S.F. DOOR JX*15 13 WNDOW JAMS 1z STOREFRONT JAMB TYp. UJ f NDO�J HE AD p_ Q —I 2g ALUMINUM STOREFRONT HEA; ASSEMBLY PER K.�11SCALE: 3"=I-ON A9 SCALE: 3"=1 r9" A9 SCALE: 3"=1-011 Ag SCALE: 3"z 1-o" A9 SCALE: 3"z I-m" MANUFACTURER'S SPECIFICATIONS. 1� AL A 6 STRUCTURAL WOOD JAMB, SEE ENGINEERING DRAWINGS `n O FOR SIZE. 27 STOREFRONTPRAME PER MANUFACTURER'S Z 2 _ 19 2]B I AIRSPACE A9 - --- 29 BRICK VENEER co NOT USED � I 31 EXTERIOR GYPSUM SHEATHING, SMOOTH FINISH. Eel WOOD BEAM, SEE STRUCTURAL FOR SIZE. ------- _ _ / — �— 4 3 SOLID STANDARD BRICK SILL: 3/12 SLOPE, EXTEND MIN 1' BEYOND FACE OF BRICK BELOW. � !, - �! 4 1X2 RIBBING AT 24' O.G. II 0 0 ,}-- (',�/ 33 5 2X4 BLOCKING AT 24' O.G. AT WINDOW WALL BAY ONLY. 9 Ell USE AS STRUCTURAL_ BACKER AT EACH FURRING STRIP C� A9 � __ � : �- LOCATION. I I 31 _ _ 1 I / '� �. gA ----_ 8 36 STOREFRONT MEETING RAID. ASSEMBLYQ HARDI-SOFFIT' GEMENTITIOUS BOARD SOFFIT W/ jj� SMOOTH FINISH. INSTALL PER MFR SPECIFICATIONS,25 CID 8 11 3B CONT, 9 WIDE WHITE PERFORATED PVC. 30IT VENT. "DIAMOND " LXAO I J HD � TOp/aNTRY WINDOW a ENTRY UPPER SIL.L. STOREFRONT HEAD � RA I SES) S.F. SILL o 2X4 FRAMING AT ,h' O.C. Relvi.ipns u I u u It u u , u- a 2X4 NAILER AS SCALE: 3"z1'-m" A9 A9 ��9 A'� __GEN. REV. 1-'2m-9g ---- /� SCALE: 3 =1 -m SCALE: 3 =1-m SCALE: 3 s!-m SCAl m: 3 -1-� 2\ A Q C4� 2X4 BLOCKING 2 CITY/BID REV.22_22_99 42 1/2' PLYWOOD SHEATHING (SEE STRUCTURAL) I� I -, MAXIMUM4ANDCAPPED TOTAL CCESS1 ISL ALUM.M FRESHOLOOR TO HIGHEST POINT OF THRESHOLD. GROUT SOLID UNDER 32 I 1 THRESHOLD TO ACCOI'T`10DATE FINISH FLOORING MATERIALS, SET THRESI4OLID IN CONTINUOS BED OF MASTIC TO PROVIDE WATERTIGHT SEAL. --- -- -- ---- -At I I �,\ a 10 - 16 4 RECESSED WALK-OFF CARPET MAT. SEE PLAN SHEET - �� A2 AND SPECIFICATIONS. l 131 \ f� - 13 4�5 BUILDING SLAB -- - --._------___.__ _-------- ' u �] EXTERIOR WALKWAY bLAB. 41 STOREFRONT DOOR D•°w, Ely Checked By t� f��4 - --- -- - ,_3l I A� _ G vP'i D5 �--- I g -�3 J p RUN FLASHING UNDER STORIEFRONT SILL AND TURN UP EDGE MIN. OF i,'4'. tIIF�I UP EDGES At BOTH ENDS OF �''°i•c' "�'"`�' U LJ �- OPENING AND PROVIDE WATERTIGHT CORNERS. 98-333 PROVIDE THE SEALANT FLASHING. TYPICAL. FASTENERS PENETRATING i -- issue Date 1i - CA PAINTED STEEL CANOPY: 3' X tfi' TS FRAME WITH 24 GA, D,°w,rg the Name GALV. ROLLED MTI.. STRUCTURAL DECK ON SLOPED g8-3 3 3-D E T A 1 L S2 - -- �-` L'_> PIPES( WELDED DE EO 811. FACE I L�S, SUSPENDED �.BFR�OVIDELDG. W1 TL Shoot Number -- Z2 CONCEALED WATER DIVER"ER CHANNEL, SLOPED TO I OUTLET AT ONE ETD. SEE STRUCTURAL. STEEL "DIAMOND " I I II �y l I , * I I ' lFABRICATOR SHALL SU5MITENGINEERED SHOP ONDWOW SiLl � '� MENTING1 RAIL 3 sp. HEAD '"' ENTRY � STC�R iii��0�� $f1.1. , WII '�DOW � LA5DRAWINGBFOR ARGNITEG7�ENGINEER REVIEW. A8 BGALE: 311411-0" l6tl.L 6LOP'Eb AT 4b D) A9 SC�t�LE: 311=1'-@II A9 x _ „ ��....�I A9 II II A9 .�.�� II SCALE: 3 91 m SCALE: 3 41-m SCALE: 3 z 1-O R1 1'99-00040 2 1.' ; I 1 600 SW 68'111 [[�_"�___ 10of?3 If 111k nlllice appears clearer than Ills' JUN 0 2 2000 docrllll1icill, IhI' doculucttt is of tlialrginal Ilualil.• Illlt_'ft►lltlll�(! II j `` . �+��1.(�II�� IiI) I�I�►;1� 1�1�! ! !`iil� lll;i�! (' II!;! IIII, I`!il►i� lll� ; Ili { I lilll�j �1�'' Illil! , !; !] li ill i � 1 1 I � ! I !I '•� i�! I .I �� IIIA1 ! li i ill I iII� ; Il�l� l if �I�i I I I� II1I11 !I� !f �lll�� I INCH ' MADE IN CHINA _ --'� -----�- 14 if tf--�Tf 1� fl t� f� i� '�' �f �T i 3i I I III I I Ilillll I III t li el fill (III i) Iii lil I iill'1 i{' iillii i lil{il Ilio 11 III I I '1 flit IIInI lilln I t:'t't' ""t it 11 I nnll u I , n11111 111111 III II III I In I } Il ti�lllllllll�IIIIIIIII IIIIIIIII, .,.. II �II,i ,II �L. .,!lI� III.- .fll.,E.•.IIIII,,,I,llII, !!.!I 1 1 .1=111,.!tll.,:I.II!11111111,1..,,11.,,,,,1111, ,,�I:WillI�I„ 11,,1',.,,111it 1, 11 I� Ilf�l ! (,III,,. ,;I 11 !!11 Illllllhlll ll. - _ 04 SMOOTH DOWEL x 24' LUNG * 24' O/G. GREASE AND JRAP 2' SAND CUSHION ONE END OR PLA5TIG GO•/ER 2' SAND CUSHION 5AWCUT I' DEEP ONE END (5EI E4E f o; STRUGTJRAL_NOTE5 16.7 ► _ - I VAPOR BARRIER VAPOR 5-4RRIER GQNGR-�T€AGC X50 R I CONFORM TOT E UNIORI BuILDING CODE 1991 ED!TION AS AM' NI..)ED Bl THE STATE OF CONCRETE EXPANSION ANCHORS SHALL BE R4WL STUD' OR ENGINEER 4PPROVEF., EQUi\/A:,LENT � KSGON _ OREGON q4 \tip J�o ak ANLL—STRUCTURAL AND MISCELLANEOUS STEEL -ASTM 436(FY"=36000 PSI) UNLESS NOTED �,oy TUii�eP COMPACTED ! CRUSHED ROCK BASE-J/ COMPACTED CRUSHED ROCK BASE DESIGN Was BASED ON THE STRENGTH AND DEFLECT,ON CRITERIA OF THE 1991 UNIFORM OTHERWISE BUILDING CODE. IN ADDITION TO THE DEAD L04DS THE FOLLOWING 1-04D5 WERE USED FOR T.5 COLUMN. ASTM 4500, GRADE 'B' (Fy=46,000 P51) EXP: 6/30/02 DESIGN, WITH LIVE LOADS REDUCED PER UBC: ALL BOLT5: ASTM 4301 UNLESS NOTED OTHERW'SE. CONTROL JOINT CONSTRL� C;T ION JOINTWELDING: PER AWS STANDARDS. E10xx ELECTRODE ArID BY CERTIFIED WELDERS ROOF: 25 PSF (SNOW DRIFT AS SHOWN ON DESIGN DR"WING5). ALL STEEL TO HAVE SHOP COAT. SCALE. 3s' = 1'-0' S� ('3P-1 SCALE: i,' = 1'-C' ALL E/P05ED STEEL BELOW FINISH GRADE TO BE COATED WITH ASPHA:LTIG P41NT PRIOR TO � V) 0 � BAGKF I L L ING ALLOWABLE SOIL BEARING PRESSURE: 2,500 P5F, (PER 5011-5 REPORT B-T WEST COAST !y r• N 2x FRAMING * 16' O/C - -1 I'm x 13' LONG HEX HEAL' �; - GEOTECH, INC. D 'TED JANUARY 12, 1999). DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE 'AISC -.:::4 2 W/ 1%' PLY-WG' WALL I ANCHOR BOLT W/ 5PEGIFiGATION FOR THE DESIGN, F"BRICATION .SND ERECTION OF STRUCTURAL 5TEiEL FOR 1"'1 11 c SHEATHING, SEE PLAN IE 3%x4x©'-4' WASHER SHEARWALL HOLDOI1JN, 5EISMIG: ZONE ill R - 5.5 (SOIL PROFILE: TYPE D) BUILDINGS WELDING SHALL CONFORM TO THE AWS GODE5 FOR ARC AND GA5 WELDING IN C N \ SEE PLAN BUILDING CONSTRUCTION AND SHALL BE 3/16' MINIMUM LINLE55 OTHERWISE NOTED (7) N PT. 2x PLATE W/ 3/4'4 WIND: 80 MFH - EXPOSURE B WELDING 5HALL BE BY AWS CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE _ �•B tv 16' O/C MAX., LONG SLAB, - CONG. SLAB, E) P5F NET MINIMUM UPLIFT AT ROOF STRUCTURE TO BE USED UNLESS AWS QUALIFICATION IS SUBMITTED TO THE ARCHITECT/ENGINEER =/] Q O / PRIOR 7o FABRICATION. o DBL. '5 BARS VERT. SEE PLAN Z 0 SEE PLAN -�. SEE PLAN W/ STND. HOOK IN FTG. �� X IST I N,C,�_G O>N I T I ONS _ AT HOEDOWNS Tl'P. - ! THE CONTRACTOR SHALL FIELD vER!FY ALL EXISTING CONDITIONS, DIMENSIONS AND SRF€NAY- J T ` Z _O 7C -- ----- - ------ ------ ------------- - --- { --------- - - - --- - - - -- --- - ------- -----� ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE 4RCHITECT/ENGINEER OF ANY SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPEGIFIGATiON, LATES Z u u u--n---- DISGREPANGIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR f0 THE START OF THE EDITION. SAWN LUMBEF' SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR Q -_ • • • ` • • • WORK WESTERN WOCD PRODUCTS ASSOCIATION GRADING RULES. ALL LUMBER NOT SPECIFICALLY _3 O -~- -I -� NOTED TO BE D.F. 2 OR BETTER. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE, CMU CL TEMPQQRAARY CONDITIONS: OR PERMANTLY EXPOSED TO WEATHER SHALL BE PRE55URE TREATED UNLESS AN APPROVED W THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND BARRIER 15 PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE W EXISTING 5TRUCJTURE5 AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE MANUFACTURED BY 51MP50N 5TRONG�-TIE COMPANY (OF:' ENGINEER APPRO`/ED EQUAL) AND OF �� m DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATIO'i ONLY. THE SIZE AND 'TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE 51MP50N HU F � • • • • • • • •., OF SIZE RECOMMENDED FOR MEMBER ALL FRAMING N41L5 SHALL BE COMMON NAILS. NO L0 BOX NAILS ALLOWED. W > 00 BOTTOM REINF TO SHOP DRAWINGS 5HALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION `Z EXTEND INTO CONT. AND GON5TRUCTION REGARDING ALL STRUCTURAL ITEM5, INCLUDING THE FOLLOWING- PLY-WOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF 'U.S. PRODUCT STANDARD PS 1 3' CLR 3' CLR FTC; AT BUILDING FOR CONSTRUCTION AND INDUSTRIAL PL'YWOOD' OR APA PRP-108 PERFORMANCE STANDARDS o �� SEE F'L4N - SEE PLAN PERIMETER CONCRETE MIX DESIGNS, CONCRETE STEEL REINFORCING, STRUCTURAL STEEL, GLUED- UNLESS NOTED, PANE-5 SHALL BE APA RATED SHEATHING, EXPOSURE 1. OF THE THICKNESS Qi (Y In N — LAMINATED BEAMS, AND PREFABRICATED WOOD JO!5T5 AND TRU55E5. AND SPAN RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN N CONFORMANCE WITH AP4 RECOMMENDATIONS. ALLOW 1/8' 5FACING AT PANELS ENDS AND FOOT INCA CJE CT I ON FOOT INr-:: 5A(,-TION IF THE SHOP DRAWINGS DIFFER FROM, OR ADD TO THE DE51GN OF THE STRUCTURAL EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. j DRAWINGS, THEY SHALL BE CLEARLY" IDENTIFIED ANY CHANGES TO THE STRUCTURAL CV O .� cep-3 SCALE I' = I'-©" CJ1 cels 4 SCALE. I' = 1'-C` DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND ARE SUBJECT TO REviEW ALL ROOF SHEATHING AND 5U5-FLOORING SHALL BE INSTALLED WITH FACE GRAIN C4 -) AND ACCEPTANCE OF THE ENGINEER PERPENDICULAR TO 5UPPOR.T5, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND- GROOVE, OR HAVE EDGE5 SUPPORTED BY 0 D DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL OF ITEMS THAT ARE DESIGNED BY OTHERS, INCLUDING PREFABRICATED WOOD J015T5, EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS TO CONFORM BRICK VENEER W/ HOHMANN I _ SEE ARCH. PREMANUFACTURED WOOD TRUSSES, WINDOW WALL, AND ALL OTHER GLAZING 5`T STEMS SHALL WITH UBC. TABLE 23-11-5-1. BARNARD 'DW-10' SEI5MICLIP I !'e' BRICK vENEER W/ HOHMANN 1'-0' MAX. BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF INTERLOCK SYSTEM ,9 I6' O/C ' SII' BARNARD 'DW-IC' SEI5MICLIP OREGON, AND SHALL BE SUBMITTED TO THE ARGHITECT/ENGINEER PRIOR TO FABRICATION. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. PRODUCT HORIZ. t VERT. W/ HCRIZ. 9 GA. I INTERLOCK 6'T-STEM o 16' CIG -- DESIGN SHALL BE 545ED ON THE REQUIREMENTS OF THE 1991 U5(-- 5TANDARD F5 56, 'STRUCTURAL GLUED LAMINATED TIMBER' AND AMEf1ICAN 11-43TITUTE OF CONTIN. WIRE s 16' O/C AT I HOUR FIRE WALL, HORIZ. t VERT. W/ HCRIZ 9 GA—TIMBER CONSTRUCTION, 41TC 111. EACH MEMBER SHALL BEAR AN 41TC OR APA-EW5 1 HOUR FIRE WALL, E. SEISMICLIPS, TYP. -- _._ ' SEE ARCH. GONTIN. WIRE tv 16' O/C AT - A�THWOW; IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE �T r- 2x6 FRAMING s 16' O/C /P.T. 2x6 SEE ARCH.SILL PLATE W/ SEI5t-11CLIP5, TYP. / PROTECT INCOMPLETE WORK FROM FLOODING DURING STORMS OR OTHER G4U5E5, THOROUGHLY COAT OF END SEALER SHALL BE APPLIED Il1AWN MEDIATELY AFTER TRIMMING IN EITHER SHOP y BRACE OR OTHERWISE PROTECT ALL STRUCTURES NOT STABLE AGAINST UPLIFT DURING OR FIELD. GLULM HANGERS NOT SHOSHALL BE SIMPSON EG. BEAMS SHALL BE UP /2 PLYWD. SHEATHING - --� % m A•B. * 16 O/C CONSTRUCTION. TAKE ALL NECESSARY PRECAUTIONS TO PREVENT D15TUR54NCE OF AND TO VISUALLY GRADED WESTERN SPECIES INDU5TR:"L GRADE, AND OF THE STRENGTH INDICATED I-•IOLDOWN PER PLAN -- , r- 04 DOWELS 9 48' CIC 2x6 FRAMING is 16' C/G PROPERLY DRAIN THE AREAS UPON WHICH CONCRETE 15 TO BE POUf�D. DO NOT ALLOW BELOW. ALTERNATE DIRECTION W/ 1%' PLYWD SHEATHING P.T. 2x. SILL PLATE W1 UJ4TER TO ACCUMULATE IN EXCAVATIONS. REMOVE- WATER TO PREVENT SOFTENING OF THE 2: •4 CONT. I IN FTG., LAP 1' fo' W/ Vo A.B. !6' O/G BASE FOUNDATIONS. CONVEY WATER REMOVED FROM THE EXCAVATIONS AND RAINWATER TO COMBINATION WEEP HOLES \ / SLAB R.EINF. WEEP HOLES GONG SLAB, TEMPORARY DR41N4GE DITCHES OR OTHER STRUCTURES OUTSIDE THE EXCAVATION LIMITS FOR PEFI 4 �T"15C?L 5F-ECIF$ US-E PER ARCH - ` % CONC. SLAB, PER 4RCH. \ SEE PLAN THIS STRUCTURE. ENSURE THAT THE WATERING OPERATIONS WILL NOT ADVERSELY" EFFECT SEE PLAN A FOUNDATIONS. MAINTAIN THE EXCAVATION FREE FROM GROUND WATER FOR THE TIME ALL 24F - V4 DF/DF (S!MFLE SPAN) REQUIRED TO COMPLETE THE WORK IN A'> PROPER WORKMANLIKE MANNER REMOVE L005E OR .ALL 24F - V8 DF/DF (CONT. OR CANTILEVER) �l 6pt DISTURBED 501L FROM THE BOTTOMS OF EXCAVATION. FOOTINGS TO BEAR ON UNDISTURBED (� O -_— l'- N4T!VE SOIL OR STRUCTURAL FILL IN ACCORDANCE WITH THE SOILS REPORT PREMANUFACTURE:D WOOD JOISTS: PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE REGCMMENDATIONS OF THE SOILS REPORT SHOULD FSE FOLLOWED. AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRU5 J015T MACMILLAN 8, r- ADD'L (U •4 COMPANY, OR AN ENGINEER APPROVED EQUAL. PROVIDE BRIDGING IN CONFORMANCE WITH �(1 OL MIN. I_- _I I'-6' MIN. -J AT WIDER FTG. WHERE COMPACTED AREAS ARE DISTURBED BY CONSTRUCTION OPER4TION5 OR AD'✓ AA ERSE THE MANUFACTURERS RECOMMENDATIONS JOISTS AND BRIDGING SHALL BE CAPABLE OF 1 1 I / WEATHER, o`✓ER EXCAVATE AND BACKFILL WITH '%' MINUS CRUSHED ROCK COMPACTED To RESISTING THE WIND UPLIFT NOTED ON THE DRAWINGS. THE JOIST MANUFACTURER SHALL 1�-- i.I____tt CONC. FOOTING, MINIMUM Or 92% C4-- THE DRY DENSITY AS MEASURED BY 455HT0 T180. V15IT JOB SITE AS REQUIRED AN:) '✓ERIFY THE PROPER IN15TALLATION OF JOISTS IN 1 1 1 __ SEE PLAN WRITING TO THE ARCHITECT/ENGINEER. PREMANUFACTURED WOOD JOIST ALTERNATES WILL z � O 3- CLIRL _ - GONG. FOOTING 3' GLR CA5T-IN p--CCE ONGRETF BE CONSIDERED, PROVIDED THE ALTERNATE 15 COMPATIBLE WITH THE LOAD CAPACITY, SEE PLAN MIX DESIGN: PREPARE DE51GN P•11xE5 FOR EACH TYPE OF CONCRETE. PROPORTION MIXES BY STIFFNESS, DIMENSIONAL, AND FIRE RATING REQUIREMENTS MENTS OF THE PROJECT, AND 15 (CBO ^ SEE: PLAN 1 SEE PLAN (►! EITHER LABORATORY 'TRIAL BATCH OR FIELD EXPERIENCE METHODS, u�ING MATERIALS To BE 4PFRovED, EMPLOYED ON THE WCRK ='OR EACH GL455 OF CONCRETE REQUIRED. FURNISH CERTIFIED Q FTG. SECTION FTC - Z5ECTION REPORTS OF EACI•i PFReDr-'oSED MIX FOR EACH TYPE OF WORK OF THIS SECTION. THE "'1�CHA,NI�:A�: L GONTRAG oR O.JANLL SUBMIT CONCRETE MIX DESIGNS ALONG WITH TEST DATA 45 REQUIRED, THE CONTR,"CTCR SHALL COORDINATE 5E151`1IC RESTRAINTS OF ELECTRICAL EQUIPMENT, � q (43P SCALE: 34' 1'-0' .~i� GBP_8 SCALE: 34' I'-0' A MINIMUM Of;. TWO WEEK5 PRIOR TO PLACING CONCRETE. MECHANICAL, PLUMBING, FIRE SPR!NKLER, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE ANY CONNECTIONS TO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR i ADMIXTURES: AIR ENTRAINING AGENT IN ACCORDANCE WITH ASTM C260 AND WATER- CONDITIONING CONTRACTORS NATIONAL 4550GIATION (SIMACNA), OR SPECIFICALLY- DETAILED —1 REDUCING ADMIXTURE CONFORMING TO ASTM 494, USED IN STRICT ACCORDANCE WITH THE ON THE MECHANICAL ENGINEER'S DRAWING°', SHALL BE DESIGNED BY AN ENGINEER ` �— T5 COLUMN 0 MANUFACTUF!ER5' RECOMMENDATIONS, MAY BE INCORPORATED IN CONCRETE DESIGN MIXE5. REGI5TERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE 834' (L TS COLUMN SEE PLAN-- < 11�� AN .AIR-ENTh41NING AGENT CONFORMING To ASTM 0260 SHALL BE USED IN CONCRETE MIXES ARCHITECT/ENGINEER PRIOR TO FABRICATION. -.--•-I p TYP. FOR EXTERIOR HORIZONTAL SURFACES EXP05ED TO WE4THER- THE AMOUNT OF ENTRAINED j AIR SHALL BE 5% - 1% BY VOLUME. FLY ASN PROHIBITED. IN F€�Y QNN � �l -- 11/7' TYP. I SPECIAL INSPECTIONS: IN 4CCORC'ANGE WITH SECTION 1101 OF THE UNIFORM BUILDING TS GCL., 5EE PLAN BLOCKOUT, 1�4 r , STORE FFONT --- SEE PLAN � CONCRETE WORK SHALL CONFvR'`1 TO AGI 3tal. CONCRETE STF:ENGTHS SHALL BE VERIFIED BY CODE AND APPLICABLE SECTIO�S OF THE PROJECT JPEGIFIGATIONS. SPECIAL INSPECTIONS (PAINT PER ARCH.) CONC: SLAB ` '4x9x0'-9' W/ STANDARD 28-DAY CYLINDER TE5T5 PER A5TM G39, AND SHALL BE 45 FOLLOWS ARE 10 BE PERFORMYri ED B " AINDEPENDENT TESTING LABORATORY EMPLOYED BY THE OWNER 'm 1-+B. i 1t SEE DETAIL 8!5I FOR 6 SEE PLAN - I `J !; •4 CONT. � 1c= '(4) 3qFOR THE FOLLOWING 4REA5 OF WORK: NON-SHRINK GROUT FOOTINGS F' 2,500 P51 4T 28 DAYS: MAXIMUM SLUMP 3' PLUS OR MINUS 1'. gASE FE CONNECTION A. SOILS COMPACTION. =ALL SOIL BEARING SURFACES 5H4LL BE INSPECTED BY THE SOILS 51-455 f'c=4,000 PSI AT 28 D4Y5- MAXIMUM SLUMP 3' PLUS OR MINUS 1'. ENGINEER PRIG R TO C;ONGRETE PLACEMENT. ---- --- --- -- -- � SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL B. CONCRETE, INCLUDING CYLINDER TEST', SLUMP TESTING, ANC REINFORCING. g- GONG. 51-145, • DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. CONDU!TS -- -`- -� — SEE PLAN SEE PLAN ! Et"IBEDDED IN SLABS 51-141-1-51-141-1- NUT BE LARGER THAN ONE THIRD OF THE THIGKNES5 OF THE G. EXPANSION ANCHOR PLACEMENT WHERE INDICATED ON DRAWINGS. I'-6' MIN. y 5L45 AND 5HALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. PROVIDE !'8' GONG. FOOTING, -_- ' - r CHAMFERS ON ALL EXPOSED CONCRETE EDGE5 UNLESS NOTED OTHERWISE. D. EPDXY ANCHOR PLACEMENT. i -r-EE PLAN3' CLR.i SEE PLAN FOR 51ZE E. STEEL FABR!CATiON AND ERECTION. r 4 INF4��►`L�--5T : `— � . F REINFORCING STEEL 5�44LL CONFORI-'1 TO ASTM A615, GRADE 60 AND FOR DEFORMED BAR5, 3 CL R. } TES GOL / rOOT1N� UNLE55 OTHERWISE NOTED. RE!NFORGING STEEL TO BE WELDED SHALL CONFORM TO 45TM F. FIELD WELDING. Revisions SEE PLAN 4106- WELDED WIRE FABRIC TO CONFo':1"1 To ASTM 482 AND 4185. 2 GITY/B1D REV. 2-22-9121 ISP-� SCALE: 3I• = I'-D' S�-�%�uRA L-C 5ERVATI NS: �T�S. SECTIONREINFORCING STEEL 5HALL BE DETAILED IN ACCORDANCE WITH AGI 315- LATEST EDITION STRUCTURAL OBSERVATIONS BY THE ENGINEER OF RECORD OR AN APPOINTED REPRESENTATIVE 1' GLR ('DETAiLS AND DETAILING CONCRETE REINFORCEMENT'). SHALL BE REQUIRED AT THE FOLLCWING TIMES DURING CONSTRUCTION: .i CHP-9 5,ZALE: 3,2' 1'-C' 2,4 FRAMING TYP. __ - I TS COL., REINFORCING STEEL SH4LL HAVE 4 R E PROTECTION S FOLLCLL15: 1. AFTER THE ROOF SHEATHING AND ROOF ST4FPING H45 BEEN INSTALLED, PRIOR O 17' FLYWD jSEE PLAN COVERING WITH ANY o+ MTERI4LS. BRICK VENEER, SEE (3) 04 DOWELS 36 - GONpI?ION: MINIMUM COV1=!;W,�_ DETAIL 6/5I EACH WAY 2. THE CONTRACTOR SHALL NOTIFY THE ENGINEER (4) FOUR DAYS PRIOR TO THE - - - --- - / 12� O/C CONCRETE CAST AGAINST AND PERM.:NENTLY ExPOSEC TO EARTH COMPLETION POINT REQUIRING SITE OBSERVATION. a l CONC. SLAB, --ONCRETE EXPOSED TO EARTH AND WEATHER SEE PLAN N:).6 THRCUGH NO 18 BARS 2' I- 0 NOT B4R, U31 OR D31 L' IRE AND SMALLER 112. _ _ ---- (3) 03 TIES COMFACT SOIL GCNCRETE NOT EXPOSED TO WEATHER OR IN CCNT4CT WITH EARTH: -- * TOP - AROUND PIER STORE FRONT 3 GLR ; SLABS, WILLS, AND JOISTS: N0.14 AND 1No 18 BARS 11 Z' NO.11 BAR„ AND SMALLER s4- � 04 DOWELS � 48' O/G -- � - - - ---- (12) ,14 VERTS , ALTERNATE DIR.EGTION •3 TIES m 12' O/G VERT. EQUALLY SPACED BEAMS AND COLUMNS. '''°w'� ay ( "e,ked `'` SLAB REINF. CONG SL•�B y - - --�-- - - En NOOK IN TG. REINFORCEMENT, TIES, STIRRUPS STS JJJ IN FTG., LAP 1'-6 W/ IN PIER W/ STND. GONG. SLAB, ' 1J "4 CONT. � 4 ©' SQUARE r'pNG. F PRIMARY- SEE ARCH / SEE FLAN PIER W! TS COL. 4ND SPIRALS 1 .7 t N„mnP• AT CENTER �--r- B E41r1 W/ ( ) 34 m A.B e v f 9.uP It„tp I - -- LEVELING NUT I7 n t GROUT 45 REQ'D No— SEE PLAN I -0 ,hnr� Nu^t'Pr GONC. FTG, -- T.M. RIPPEY SEE PLAN 3' CLR SEE PLAN 3' GLR. 4'-0* SQUARE I (3' S E WAY c'oNtit1t,T'ING ENGINEERS �1 ' litII'`)q-m103N �� ------ •, _ -_ _ __ __ _- � BOTTOM 97223 II;I►I'99-oUl)40 _ 7070 S.W. Fir Look State 100 ^ 12550/12600 1)1,90 S W(iR l I I '� E-1' �. S L�:S S E :TION !O F T r,- C T I ON 1 llpare Oregon -3900 Phone: (503) 443-3900 1'ti 11 of*23 S Ht. SCALE: �4' = 1'-m' S! a�l' ��' SCALE: �.' = I',m� CONSTRUCTION SET Fax: �503� 443-3700 If Iltk ttnlicc ,Ippelus cleaner Illml Iltt- JUN 0 2 2000 docunlctll, Ills' docunlellf is III nlm-4611,11 tllmlitl. Illll'Illll{Ilwl{ i � { jII !jlj!jlill !j!jllljl { ! i I �I�I� I,I;III I I� I;! j►�!; illj! ljijlj :l!�ijl I i��ll{! lij ' !I{! , it .i !{! 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HATCHED LINE P 2 • fit' PLY= BOTH 51T)E9 EXP: 6/30/02 2'-6' I'•0' (3) 5xT'-0' (3) 5x2'-0' CENTER UNDER WOOD COLUMN 3 . UI' GYP BD ONE 'ADE EDGE NAILING: O4 • 'gyp' GYP BD BOTH 5 DES PLYWOOD - Sd COMMON FIELD 2'-0' 2'-0' 1'•0' (3) 5x1'-6' (5) 5x!'•6' SEE PLAN BLOCK ALL EDGES OF NAILING • 12' O/C TYPICAL PLYWCbD GYPSUM BOARD - % SCREWS FIELD OY E CUNT. 1'•6' 11•0' (2) S ( INF. AT BOT. SPACING SAME AS EDGE, TYPICAL O _ ALL FASTENERSALT: 5d WALLBOARD NAILS W In N M : (315 CONT. TOPO5 x 2'-0' • b' 0/0 16 • 16d NAILS Q,' O 0) l j P 22 -3' 3 •3' ! •2' (4)5 CONI. BOtt. AT BOTS '�t UY'0A9. '—' 5i %, A.B. SILL FASTENER SPACING IN INCHES lil CO N 34 • ap' A.B. Z 0) N � O i • NOTE, WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL AND NAIL SPACING o O 15 LESS THAN 6' ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALLZ n ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3' NOMINAL OR THICKER Z O X AND NAILS ON EACH SIDE SHALL BE STAGGERED. E— J 0 H a a W ' C/] w C/] a a c qac un Q C) > 00 c) w I 6x N QQ 3 N I z I N O CIA V) 1 2 3 Y 5 6 I 163'-3' 35'-3' 33'-l'q' - ENTIRE - I Q 13 WAEi LL 5 6 Q g 9 13 WALL u. 91 SI Q 91 b SI a SI 91 �► 16 u' y 16 SIH. �F PAH 4T ! PAHD42 PAN 42 1 r ` PAHD42 PAH 4T PAH 42 PAWD4T H 14A I HDI4A PAN 42 PAHD42 PAHD42 PAHD42 O W/ 4x STUD — — — — — — — — — W/ 4x STUD O Z _ _ _ _ - - - - _ �L _ - - _ _ r - - - - — - - - - - - - -I - - - - J - - - - a- � O — — — — — — — — — — _ — — — — r - - - - - - - - - -� - - - - - - - - - - - - - - - - - - TYP. HDbA I b' SI I I S1 11 i H 6A W'I O O TYP. 16 I /-2F3\ I -6• 9i I6 TYP. Z. LK I I © I 4 H 6A I H 14A 4 4 I I W/ 4x STUD I I: SI SI j W/ 4 STUD 1 I HD6A UJB - ENTIRE fLYL.II �Q( I 3 WALL � L J 'L JTj Lu I11L0 H 64O I- I 1 -1' 1 •T I OND&A y w O 5 01 I'p1 p1 10 SI �TO Sx5x'i4 COLUMN /,TO 5x5x'/x COLUMN IIs TO 5x5x'p COLUMN sI rrAN TS 5x5x'�4 COLUMN TS 5x5x'i4 COLUMN�IO r O _ L — J J L — J L J j 24'0 BLOCKOUT 2 1 1 S IN SLAB, TYP. gl I 81 I TYP. SI T9 5x5x'/i COLUMN I - HD6A I � g � 4' CONCRETE SLAB WITH I! I tYP. 91 � .� I S 3 i i 1 H bA Revisions �I �1 ;I' a, 3. 6x6 - RETE.S AB IT H bA I' QI IJ JI ID PACTED Or DOROCK BASE 'j �p 3 � 2 GItY/BID REV. 2-22-99 .ENTIRE I TJI I� bl I INACCORDANCE W/ GEOTECH. REPORT H bA WALL 3 1 l7 r b HD6A I (2) 04 x 4'-0' H bA I I 81 © © • CENTER OF SLAB, TYP. 4 COL. ��TO 5x5x'4 COLUMN (2) 2x6 4 TO 5x5x'4 COLUMN O 2xI 4 TRIMMERS AT WINDOW O HD6A III TRIMMERS At OPENINGS, TYPICAL. (3) 2x6 r DGE OF OPENIN:a KING STUDS • 12'-0' OPENINGS ND&A AND !2) 2xb R KING STUDS - 4x6 DF 01 POST - 4xb DF-•1 POST s S'-0' OR LESS OPENINGS C fFAID.) I - - - - - - - - - - - - - - - - - - - — — - - - - - - - - - - - - - - - - - - - - TMP- - - - - - - - 91 PAH04 PAHD4 PAHD4T O PAHD4T PAHD42 - -J PAHD42 I 9 PAWD4_2� PAHD42 PAHD42 @) PAHD42 PAHD42 PAHD42 $T$ JJJ ND6Ai SI b1 I ND6A ENTIRE P.ojed Numb 91M. I 3 WALL 98333/(TMR98335) NOTE' S b TO 10xl0x%COL. 1 1 b 5 4y 16 iae�e oar• I-IS-98 VERIFY A.L. DIMENSIONS $I SIr TO 10xl0x%COL. 9I 91 WITH ARCHITECTURAL PLAN. INaxlnp rlle Noma CPP." — — — R 98335$2 F.O.W.• FACE OF WALL HAND 10 10 s"••' N.m^ , SI - s1 T.M. RIPPEY CONSULTING ENGINEERS tl1$p99. 0040 I FOUNDATION PLAN - BUILDING 'A' (BUILDING 'B' ROTATED ISm' ) 707gard FirLoop7223 0 2 1215 99-(10040 epon Izsso)1ze0oswf,ETll S2 �,_�„ �d a 144393900 Shone: cso3 SCALE: • 1'-m' CONSTRUCTION SET Fu ISM 443-3700 [,(1 12 Grz7 If !Iris notice Bppel1 r. cleaver Ih:m the JUN U 2 2000 document, the document is of morgioal quality. Ili1Cl'III IIIIIed 11T�Tfllll IIIIIIIjllljl Illjljljljl(( I IIIIIIIjIlij111 I1111j;jllllrl .II'j!jII ;'ijT I IjI1.,I�Ili11 I IIII:IIjiI111 I'illjllljlji,i I IIIiIIIj1111111 I IIIII�IIIj11l Ijililljllijl! tItGN wnoc M attu _ �. 24X SH (III!!IIIII111!I!!Iq!Ilp!rl!IIIIII!II!II!Ipp !I7 IIIIIILIIIIIIIILIIIII'lll III!IIIII 1111111111111111111 II!!IIIII IIIIIIIIu�IIIIPIIIIIIlilllll!I !IIIII�IIr�I111111111i1illlli Ilgl'L: IIIII;'IIllllllllglllll"n11111111111110I1 IIIIIIIIInlllllll�lh!� i 51"PeON .8351 -- IN EA. SIDE OF 'rHE NAiL DBL. TOP PLATES ---- ------- -� NpT€_ ST(iGETHER W/ l6) i(vd FOR ADD L FRAMING (.) GI.OSEST TRUSSES INFO. SEE DETAIL 12/54 INKERS ,a BLK G LOCATION TO CANOPY CONN., TT P. - - - - PRE-MANUF. TRUSS, \ SHEARWALL, - TS HEADER, J�,,G OREGON . ) 5IMP50N 'A-3' GL I F'S '9 20, J GEE PLAN -- � - - -6 ,� SEE PLAN I � � \�Y SEE SCHEDULE O O ---- rl w EA 4x12 BEAM, � Cy SIMPSON ruANeP 'A35' CL IPS f.. = ( 4) TOTAL, USE (4) 10d x 1, L_ (4) SIMPSON TYR. NAILS TO TOF PLATE '435' CLIPS �` 2x4 FRAMING ( 4) 10d x 11/2' TO BOTT. FLATE EXP: 6/30/02 \I - SIMFISON 'GSI&0' ® ® ® (3) 2x6 02 0 16 O/C W/ 1 STRAP KING STUDS, TYR. 1'2' PLYWD. -"---- `' _ F.AF 145'0 im I,' O'G ',/ERT rn r-- CANOPY BRICK '�' DID O VENEER, SEES - TS GOL., � w N K7 - GL BEAM, DETAIL b/SI ' 0 i< li SEE PLAN � O 0) I SEE PLAN ----- 3)PLGS. 1 - 2x6 NAILER C ----- ___- -- ��— 04 EA SIDE O 0 N 4x.12 el (4) SIMPSON ": T BEAM A35', TYP. SEGT I ON .+ C.=>NO PY CONINECT I ON SECTION ✓ O o to . = i'—Ca GBP-29 SCALE: 1' = I'-0' (401 .52 �J GBP-33 3/4' = GL 51/8xl3i,a -- - - ---- SCALE: b� SCALE: z o Q St!-iPSON 'CSIb' x 9'-0 J O L_ 3 STRAP AT EXTERIOR OF C SIMPSON 'GLT5' HANGED - C"'i 11 CL 53 EA. END OF WALL. LAP 30' OVER _ , , I'o TND. 2x6 BOT DISCON. GL 51/ax131/2. NAIL W/ SIMPSON i/4 V TYP. rT%JPy STL. PIPE /4 BLK'C� AT (2) SIMP50N 'N10' NAILS • 2 1/16' O/C 1gx3x0'-3' - CONNL . N 11/z I W N 51MSPSON STRAP 'A34' EA. END - 'tea W/ 8/810 m.B. 1 F- C OF WINDOW HDR, TYPICAL 1/4 �e L24 - GL HEADER, U > 00 fE 3�o W/ %I# M.B. 1_21/2' fir x/6x11/2xLENGTH o SEE PLAN � H Q _ t\ 0 11'4 REQ'D W/ (2) gie'm SU PORtING 4xib POST � �/° _ 0 5, VERIFY M,B.'a EA. ENC t s/e'o M.B.'a ►��, � � 4 _m' 4'_0' 4x12 BEAM), W/ SIMPSON I'0 STMD• -°- 11/4' — (3) KING + COUNTER SUNK �1��, L0 CV STL. PIPE 1 t T ' c c TS bx3x4, r I TS 21/ x21/ x'/ SI-IEARWALL SHEARWALL GG POST GAPS, TYR. 1 E STUDS, TYR. SLOPED MTL. I~� . 4 Q � N -_ �------� TS 211 x21 x1� CANOPY FRAME - DECKING, " - --- l3) PLGS. z 1-, f I I I 4 TS 3x3x�1,1, -� PER ARCH. �r-� _ i�� 1) 0 4' i'`� + N O 11/4' to FRONT FR4t"IING INTERIOR ELEV. SECTION -1 SECTION cN8-19 +, • csc 5'' SCALE 4 = I'-0' ceP--35 SCALE: a' = 1'-0' 3 SCALE: 4 I -0 �j_� s, � 3, 1 2 3 4 5 6 i I I CANOPY, BY 1 1 OTHERS I STRAP TOP PLATE ! I g 1 1 16 S4 �6 I I SPLICES W/ (2) SIMPSON 9 l S4 54 5454 S4 / LSTAt' STRAPS, (1) S4 ` BELOW SNOW DRIFT SIM, 53 SIM, EACH SIDE, TYR. BELOW 4x8 HDR. Sim. �Gl_ 51/axil 4x8 HDR 4x8 HDR SIM. Z - _ _ GL 5'8x10'' I GL 51/exl01/2 GL 5'/8x10'/2 R=1200' GL 51/8x1012 GL 5!„ax101/2 GL 5"9x10!,2 n - - ---- - ---- - —- �-- _ _ -- _ - _ T1 - R=1200' R=1200' R=1200' GL 5%x10/2 I I I._ GL 5'1/axl0' 2 R=1200' R=1200' R=1200' 4, 8, R=1200' SIMPSON 'LSTAi5' SIMPSON 'LSTA15' R-1200 ( ,^ I II STRAP AT TOP PLATE STRAP AT TOP PLATE - II V J 1 1 II I II S4 SIM. 1' t t11 O II II x I l i II n I I I � II 8 II � a � II �i 16 54 II 5411 Q SIM. S4 -21 p5F I II 21 PSF 28TJL ROOF JOISTS a 2'-8' O/C I I I - - -- '— -�---{----+--} -- 2-r tJL ROOF JOISTS ° 2'-B' O/C .� I � �.—_}--__}------�---�----}--�I --_ -- SNOW DRIFT -- 1 F —{ -�—t-SEE ARCH. FOR ROOF SLOPE - } t + SEE ARCH. FOR ROOF SLOPE SNOW DRIFT ' 4'-8'_.I � ` BAG �� 4'-8' I � L� �7 ��/� j MECHANICAL UNITS, 1 �I I(1 I DESIGN CRICKET i LU MAX. WEIGHT= 1330 LBS. n! 0) ( SUPPORT TRUSSES FOR 4 SEE ARCH FOR LOCATIONS " ADD'L 42 PLF WIND$ Q 1"441d� i” -7 n LINE LOAD, TT'P. S4 1� 5= , ( 1 S4 I 3 EA. SIDE OF BLDG. lY + I I OB _. _ _ �i I G1. 6�ax31'2 uL iv3"<x31 GL (03:1x31 z GL i&%x31.12 GL 11-2 I Z cU } Ra 2000' R= 2000' ,i R= 2000' 1 R= 2000' R= 2000' `' I 6 I (' a fty - . iV l" eH, (V 54 I I �� 11 11 11 g` m U! 0+ 6c I + `� BELOW Revisions ►n 28 TJL ".)OF JOISTS ,o .. - 18 TJL ROOF JOISTS 9 2'-b' O/G �� , , , 8 O/C T I � - - -- _ - -_ -}T----rT- � h'► 1 I -i+- - - - - - -- --- - _ - - -- � I -1 2 GITY/BiD REV. 2-22-59 ,p SEE ARCH, FOR ROOF SLOPE -a -� � -� SEE ARCH. FOR ROOF SLOPE co I v 46 PSF 1 I I I I I I I I I I I I I I I ISIMP50N -CMST12- x 24' 1 1 1 1 1 1 14 ;0 1 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 W/ FLAT 2;Kfo BLK.'GI g4 14_ I { I6 SEE DETAIL 13/54 2'-2' 54 � 16 _ - -- - - - - F 2 -2OR 5TRAF NAILING - SIM.,54 13 GL 51/8x21 �-- -- d IY -- DESIGN cRICKE I M. 54 SUPPORT TRUSSES FOR , l� I I Ii ADD'L 42 PLF WING w 51 PSF - S�PSF - SIMPSON 'CMSTI2' x 2d' 7 I I Q d) M LINE LOAD, TYR. - N" w W/ FLAT 2x6 BLK'G 20'-0 MIN. 1 0 MI i EA. SIDE OF BLDG I - _..___-__T__ SNOW DRIFT -- SEE DETAIL 13/54 v , SNOW DRIFT I I _ FOR STRAP NAILINIs - -- - --- _ - L 5'-axz' 2 L 5'/axl©1/z L 5'exl0''� 4x12 DF-81 4x12 DF-'1 DF� _ DF-"1 4x12 DF-"1 4x12 F-"1 - -- C':L 51�ex1m1% GL 5'%xt01�a Gi- 51%x10'�l ---- ---- -'� _O GL 5'�s x l3'�211' R=1200' -- - ^R=1200' R=1200' 4x8 HDR. - --- _ 4x8 HDR R=1200' R=1200' R=1200' 1,.°»•` Y75 ," ke.1JJ STRAP TOP PLATE 4x8 HDR 4x8 HDR SPLICES W/ (2 ) 5IrtP50N <64) 1 <4) 11 11 16 9 19/32 PLT WOOD ROOF 514EATHING SPAN "''� V`" nS4 S4 S4,/ S4� RATING 32/IF, ORIENr�,TED AS S+4OWN.'LSTA9' STRAPS, (1)EAG►4 SIDE, TYR. S4;• S4 4 r _f BELOW i S4 BELOW NAIL USING 8d NAILS m 6' O/C AT ,r 4x12 " DIAPHRAGM BOUNDARIES AND ALL DF-01 4x12 PANEL EDGES, USE Sd 0 12' O/C — DF-01 AT FIELD NAILING, TYPICAL UNLESS L_ � —' _ -- NOTED OTHERWISE. �.�1 x 1� 9333553 PRE- MANUF T5 IOxt'ox �54 T.M. RIPPEY CONSULTING ENGiNFF;RS lit III 99_000,0 � , � 1 , , , 7070 S.W. I�r' Loop Suite 100 111;1,`Its-00044► 1 ROOF RSM INS fi�L N - �U I L_ G' INS A ~i�U f L INCA ROT 4TE�' 1�?�0 > Tigard Or 97223 12550/12600 SW(18TI I Phone: (503 443-3900 cJ' � 1)Ct 13 01'23 `;"`' "" PERMIT SET "c SCALE: '/e' = i'-0' Fax: (503) 443-3700 If Illk notice :Ippv:il's cic:lrcr III:In Ills• JUN 0 Z 2000 doctimew, IIIc tluctimcnl is of mal-011:11 till:IlilN. 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BRICK VENEER, BRICK VENEER, ROOF SHEATHING, SEE PLAN BRICK SEE DETAIL 5/91 --- �/� 2x6 BOT. PLATE ' ROOF SHEATHING, r1 'THA' W/ (18) Acl 0 FIRST BLK'G FROM A ROOF SHEATHING, SEE FLAN 2x6 BLOCKING W/ \ SEE PLAN VENEER, SEE WALL t 8d * 48' O/C at SEE DETAIL 1/54 GL BEAM, W (n 0 tY) 0 2x6 BOr. P.T. 2x6 PLATE W/ (4) 16d W/ l2) Ibd ® 8 O/C - I (2) led 8' 0/G DETAIL 5/51 - REMAINDER SEE PLAN m 0 CV n PLATE W/ (2) A7 EA. TRU5S \ led • 8' O/C SIMSPONS 'LSTA12' BRICK VENEER, SEE -- STRAPS * 32' O/C DETAIL 5/5I --�: _ -- 2x6 STUD ',UALL, � (m� �� _------------ ____�—_ SEE DETAI,_ I/54— Ili ' �`-, f-•- O N ---- _ 2x6 STUD BLK'G -� , I, Q i N 2x4 FLAT J015T BLK'G 32 ® Q -sx6 STUD BLK'G W/ 2x6 STUD BLK'G -�; FULL LENGTH OF n . (2) led 0 e' O/C I� DBL 2x6 TOP PLATE W/ ! ' 2x4 ONGPF24' l3) led NAILS STRAP, SEE PLAN "� O �� O _ DBL 2x6 TOP PLATE W/ HANGER EA. �- 2x6 FLAT Joi�T BLK'G +� FIRST _ Z C 2x6 DF 02 STUDS JOIST SPACE, USE 6x6 BLK'G 1,4��, c� Z 0 X (3) 16d NAILS END, TYP. • le' O/G W/ Iii' t L^•CATr= SIMPSON THA2i3' �' �- C2) SIDE FL' '/4x8x0'-"1 'Z Q 2x6 DF "2 STUDS PLYWD, SEE PLAN - E 1 -1 O 2x6 DF "2 STUDS Q -t LL- UNDER LEDGER � 48 O/G W/ (2) 94'0 M.B. a► le' O/C W/ 1�?' TJL ROOF JOIST, TJL ROOF JOIST, PLYWD, SEE PLAN --- -- TJL ROOF JOIST, • PLYWD, SEE PLAN -- TJL ROOF JOIST, SEE PLAN SEE PLAN SEE PLAN SEE PLAN 1 w 72x6 LEDGER W/ /4 �` � W TJL ROOF JOIST, GL BEAM, SEE PLAN (3) led EA. STUD ----TS COLUMN, SEE PLAN SEE PLAN _. C ul) 1 UJ4LL TIE / F',4R4F'ET W4LL TIE TOF FL4TE 3 SECTION ,4T GL BE,41"I 4 LL TIE / P4R�4F'ET ' OLU1"(N G4F' > co Q a GBP-11 3/ ' ■ I'-(�' �� GBP 12 SCALE: 3j4' • 1'-0' S BP t 5 SCALE: 3/4' = 1'-Ott �.� GOP-14 CJ�r`E I' W I'-�' N��1 � 54� cer'-10 SCALE: 3j4 I -0 cJ' SCALE: 4 ►J U � I 8d 6' O/C 1/2' CD)< PLYWD. I N EDGE NAILING -t-�� SHEATHING Z CV O SIMPSON 'GMST12'x8'-0' CENTER FULL HEIGHT n ON GL BEAM W/ (50) led ROOF SHEATHING, SEE PLAN SIMPSON 'CMST12'x18'-0' CENTER ROOF SHEATHING, SEE PLAN STUDS AT GABLE u COMMONS INTO EACH NAIL W/ (2) ROWS 8d ® b' O/C ON END OF GL W/ (118) Ibd NAIL W/ (2) ROWS 8d o 4' O/C GL BEAM 1344' O/C TO GL DRAGSTRUT SINKERS ® 31/?' O/C TO GL DRAG5TRUT PRE-MANUF. 2x6 I6' O/C TRUSSES, CRIPPLE WALL ROOF SHEATHING, (2) Ibd SEE PLAN SEE PLAN - 0 12' O/C 4xI2 01 BEAM W/ GL BEAM, GL BEAM, SIMPSON 'HUG412TF' SEE PLAN SEE PLAN + I — 2X BLK'G HANGER, TYP. + + -- SIMPSON 'LST<412' __ (2) SIDE FE' '4x8x1'-4' STRAP EA. JOIST, W/ (4) 3�4'o M$. GL DR.4G9TRUT, GL DRACsSTRUT, BRICK VENEER, TYPICAL SEE PLAN SEE DETAIL 5/51 -- SEE PLAN � -GL DRAGSTRUT, 16'- 11� , SEE PLAN 2x6 STUDS -- 2x I � LE WALL 11/ CRIPPLE WALL 1 2 SIMP50N 'HW5.25' SIMPSON 'LSTA30' 0 le O/G W/ 112. HANGER, TYP. STRAP, * TOP '/2' PLYWD., 1�_ ll,' rT T- 7 FT O O 2x 5HEARWALL, PLATE SPLICE SEE PLAN E BEAM, O 3 GL BEAM, SEE PLAN 2x6 DF •2 KICKER I + + 5E' P_-•N 3 lr1L ,, OW/ (3) 16d EA. END O SEE PLAN — — HEADER, SEE PLAN + 1 �• � 64 O/C (ATTACH t0 fE1 4x8x0'-�' EA. LINTEL SCHEDULE TO TOP CHORD OF TRUSS) SIDE OF BEAM W/ (� OSEE ARCH. SPAN ANGLE (2) 314'0 MB-4 1,4 .IE 1,bx611sxl'-4' 4x4 POST 0'-8'-4' L -lx4x3le L 6x4x1/2 2' PLYWD. IE 1/8x51/4x0'--I' TS COLUMNSEE PLAN NOT. t' , TYP. NQ ATTACHMENT TO GL BEAM, 1/4 t ' HEADER REQUIRED, SEE PLAN 1, SEE PLAN —Or O OLU1' IN GA / SFLIGE CSL UJ4,LL / URAG5TRUT LINTEL 5EGTION �O 5ECTION CSL 5E41"f 11 �� .�1"! / COL. CONN. _ c6 � CF' CSL cJ Gap-15 SCALE: 1' I'-0' �''+ cep-16 SCALE: I' 1'-0' S-� GBP-17 SCALE: I' 1'-0' -+ GBP-21 SCALE: I' = I'-0° �� r.l -1: SG::LE: 3.n' = I -0' S1.�. GBP-23 CJ.CALE: 34' 1i2' CDX PLYWD. W/ 2x6 GABLE WALL 8d ,a 4' O/C EDGE Lu W FRAMING m 16' 01C t 8d s 12' FIELD '�2' PLYWD. NAILING SHEATHING 2x6 FLAT CONT. SIMPSON 'CM5T12' STRAP � � 11_- BLK'G (TOTAL Ln24'). NAIL OVER BLK'G W/ (� SIMP50N 'NIO' NAILS O 7' O/C \.J STRAP LAPS UNDER GABLE WALL 8d 4' O/C __- SOLE PLATE 4'-0' t NAIL 4'-0' OF !'2' PLYWD. EDGE NAILING 57RAP W/ led COMMONS A 13j4' O/C /� DBL. 2x6 — DRAG S7RJT, / TOP PLATE SEE PLAN 8d 15 4' O/C gd 6 4' O/C 1/2, PLYWD. - EDGE NAILING EDGE NAILING CRIPPLE EDGE NAILING 8d m 6'NAILING EDGE NAILING WALL - TJL FRAMING, ROOF SHEATHING, ROOF SHEATHING, SEE PLAN - 2X BLK'G SEE PLAN // SEE PLAN 1,2' COLUMN GAP 2x6 BALLOON - - �� FRAMING 16' O/C PLYWD. ROOF` — �--- BRICK VENEER, PRE-MANUF. - SHEATHING, SEE PLAN �� t ��-- DBL. 2x6 SEE DETAIL 16/S4 -- - DBP PLATE TRUSSES, 1 BRICK VENEER W/ HOHMANN TOP PLATE 1 2' PLYWD. -� 5E I (ON Revisions BY OTHERS SHEATHING c IINTTERLOCK SYSTEM 615P161 G v,•,-,+• GBP-2� SCALE: 3�4 = 1 -0 2x4 FRAMING 2 GITY/BID REV. 2-2 - 2X SOLID BRICK VENEER, HORIZ. t VERT. W/ HORIZ. 9 GA. 16' O/C ' BLOCKING SEE PLANCON71N. WIRE * 16' O/C AT 2r. BLK'G W/ SEISMIGLIP9, TYF. BEAM -116 2-12 BEYOND 1 2xI2 BLK'G, 2x6 FRAMING L 4x4x ii TYP. AT LEDGER 8d 0 6' O/C 16' O/C --- SIMPSON 'GM5T14' --4- TiL JOISTS, Til- JOISTS, --- -- -`- T5 HEADER, I, STRAP x 24'-0' + + SEE PLAN SEE PLAN + 2x6 FRAMING 2x6 FRAMING + + SEE PLAN 4 I CDX 0 16' O/C -_�_ – - 2x6 FRAMING 112* PLYWD. 1'2' PLYa 16' O/C TS COL., ++ + + + + + + + + + + SHEATHING ale' O/C 2 . - SEE PLAN + + + + rr__. + - PLYWD + SIMPSON 'WNP412' GL BEAM, 2x8 LEDGER PREMANUF. TRUSS,- 1,4 0p t BOTT• HANGER TYP. I SEE PLAN + -- PRE-MANUF. - 16d 12' O/C 2x4 FRAMING Ibd 12' O/C (3) SIDES BY OTHERS ® 24' O/C — %'# THREADED STUDS OF HANGER + 1TRUSSES, D'o." File Chec4.ea LAY TO T9 BEAM FLANGE +' SEE PLAN (2) 4x12 01, TYP. 5T5 JJJ + I. � 24' 0/G t _-" -- TIMBER BEAM TIMBER BEAM, 'M 7 6' STRAP + + + + + ' `+ + + + + + '+_ _ SEE DETAIL 9/54 - �_ _ SEE PL=aN SEE DETAIL L1N9 g4 — ] 1 SIMPSON 5 3 5EE PLAN P,.„ect rv,,mbe,, - - L 4r4i'a WELDED TO TS BEAM, 9S3 3-l TMR98. NAIL TO 4x12 BEAM W/ Dote � (15) led SINKERS- - , L 8x4x1/2 LEDGER 8d 4' O/C, TYP. r,�,—,q Fie N„�,e • 8d � d' O/C, TYP. if TIMBER BEAM, TIMBER BEAM, PRo riDE SEE PLAN 1�2' PLS lZ FURRING Iia 2-2 8d +� a O/G 4 * 24' O/C FRAMING SEE PLAN lit' PLYWD. 45 REQ'D 2' CDX PLYWD. SHEATHING �+- W/ 8d 4' OIC EDGE t 1/ ' CDX 2x d 12' O/C FIELD NAILING SHEATHING E SIMPSON '024' 8 —'-------__ .. E A END, Tl"P 1,. �'� . ��,11-11)E Illi►„►y_ulu� ;�► •-- ""”' CON �S G5EC IOV a_ ILASTER f--'' L 7E� � IQ� cc:vStLI1NcENGINEERS ri ET SECTION .:PR �o J� GBP-�0 3; . GJ�• I;(11� � SC�•LE '� I -�.^' 7070 S.W. � ' tX�J 3ulte 100 S GBP-2e SGAL E 3,' . 1'-0' (AW �A SCALE: 3/4' : !'-®' S 5G4L'� a• I, �. St�ALE' a y I'-©' PF10rTigard (503) 443 3200 223 hi II99-0m)111 1 1 ,it _'3 CONSTRUCTION SET Fax: (503) 44�-3700 1 If this notice appear~ clem,er Ih;ln the JUN 0 2 2400 document, the IIIlcimi(Int is of nl;lr�in;ll Iln;llil�' 1111Cf(Ullllilt'l) ��1{1111 ( Illll{I{ 1111 ((' IIIAII� IIIJ! ! Illj!li�lj;llj! !II{Il;j!liji '! ; i ' IIiI; ,; ! ' ! ';III CH MAGE IN CHINA I,►�ili; iil"li`Illli{i{• I{: i � illiljl+Illi►;? I :Ill! 11INI Ij . ll'lill! i { I II!t INI t- 1i► [i - �F Ifs i IIIIIIIIIIIIIliill�lIIIII li 111111 I Ili► I Ilii► Ill I III ill{Ili, 111 11 Ili till I!'liil = 11'1 ill., I i i li it 11111 I 11 1' I I It Iltl nl 1 1111111 I In11 , n 11111 Iln n 1 n1,1 , Z� I ,II,Il,• .,1111;„! !I!,•,,,I,,,,•..;IIIli,•IlIIiII;.Ili.i.Jl,.••1I,.I•��,1111•i,.l.11l:.��ifllll,�'illl 111111lIlillil..i„1.1.•„l,�11111I.,lllll.Ul.lIli;,.1111„�,•,IIl11l,,, ..,llj:ii„I.III,. ,,11,111111111.�,!!!ILlI!l1111liil„(III! , �. a - lul �I I, ft"IsLma By V) LJ v 1 LLi ,•, 535. 0 0' Q J `� GRAPHIC SCALE f ; a 10 20 40 XV) w < M w ( IN FEET ) - _ - - -- --- — — -- — -- — — — 0 1 inch 20 ft~ C� 0 O I, pq �, u O z �. PROPOSED BUILDING w C) l c, o� PROPOSED BUILDING a ENVELOPE o N ENVELOPE —�� w 0h M a LAj r-- O N 3 w rn z r ( � z © Q Z II TAX LOT 800 ORIGINAL SIZE = 1.30AC NEW SIZE = 0.67AC I PROPOSED ACCESS NOO"0_0'00"E 130.00' N00'00'00"W 75.00' . � , EASEMENT -ORIGINAL PROPERTY LINE LAJ 3 0' - It - -+}-J wo o Lo O �`' -r' Q, z o 0 TAX LOT 1700 0 0 co o ORIGINAL SIZE = 0.30AC a, E z a) o NEW SIZE = 0.90AC - U) .� w w o W o o j� O r-- Lr) -Lr) O rn f� Q> un z � NOTES_---- I APPLICANT/OWNER: KURT DALBEY • 7125 SW HAMPTON ST. ..� NOO.00'00"E 130.00 N00'00'001 130.00' PORTLAND, OR 97223 (503)670-3000 LEGAL: 2S-i W-SECT]ON 1(AD) TAX LOTS 800, 1700 —� 0 5' DEDICATION PER of SITE DESIGN REVIEW. SW 68TH AVE - - W W Z z r rn O r u; Ri Cu a Cu V12.r-1-Cy... a� OATC FEB 1999 ANG IN�tF,p�r $CAL-F- 1"=20' 1 J CD w MAVN CP C.a v�- U OREGON JOB 97-038 lil 11"IN-IIIIU iN P I 1 99-00040 � qs J• << 14, SJ•,, SMELT li r 12550/12600 SW 68'1'11 L 3 Vt C1 61 rn � 116 15 a l'21 L SH 9 w C) a a �I �n•+MI•MAWk"�v►.fY1MrtH,n.�Hn1^MM•A��M PISFi1T'�*""'`V•�r•..,.,".• . If this notice appears clearer 111.111 the JUN U Z 2000 dticument, the document is of marginal g11alil.v. Illll'I.1111111 cd 7 ((,, rjTJi�I (�� I I�I�l� I I 1�1 I ! I I I i I I ��1�(I I �Ili► Jill 111111111 ilIl111'� ' I"� ; 1SII !II !� ,I Ii .l1S1IIIiII! i(I 1 Ijl;li ,1l�lilI{I I i iil; 1!l � il � � ! lil� lili±� !I,► , , ' � ; i ! . INCH ( MADE IN CHINA 3 4 ! 1 17-- - I 1 t 11 I III III I ( ll iill III)!'iiilii I 11 I iill'liii'liili li liil i'ii ill i i i'1 i {' lil f 1 lil I (11111 i III I 1 I "I'1' ""I 1111111 II 111111 1111 I nllllnllnnl ull Ali ulln 11 .. I��IIIIIIlIIIII�Il,l11..1�I11lL I)I,,,IIIII�I,1,111111. .,IIII,,,.III►I. ,111,...,.11,lt .1.1111,. .,1.,..1,,...11..1., .1111... ...11. .11111.1,III...11,11.111u11..1.11n1,..,..111 .i.,.11.1,.nI�IIIiIIIiIlII.,1111111,11,,,...11tll,llll,l,l,. ISIONS BY V) 1.; W � Z W)OV0'00"E '3'), . C) Q GRAPHIC SCAI,I�; '� O 0 10 20 w '`• LAJ 0 a ( IN FEET - — - -- -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - — -- — - - 1 inch = ..0 ft o � O I Q I QQ o w PROPOSED BUILDING o ,ri PROPOSED BUILDING a ENVELOPE -- �' 0 o C%j ENVELOPE N 3p O rr `` w Z h OD �1 � s Q z TAX LOT 800 ORIGINAL SIZE = 1.30AC NEW SIZE = 0.67AC N00'00'00"E 130.00' N00'00'00"W 75.00' J PROPOSED ACCESS - - - -� - -- - �-- --- - _- -- - - - - -- - - - - - - - �- - - - - - — EASEMENT- -,,. ORIGINAL PROPERTY LINE - 3c' -- -�--� 0 C o 0 ;n n 1 (3) Q) z o o TAX LOT 1700 0 0 00 �; po ( ORIGINAL SIZE = 0.30AC c E z C) NEW SIZE = 0.90AC U) I1J l� C O th- W � e c CJ C3 r. L.� U-) t` CT) Lr 0 Ln00 C7) z NOTES: 00 Z APPLICANT/OWNER: KURT DALBEY • 7125 SW HAMPTON ST. r„J N 00'00'00"E 130. 0 NOC'00'00"E 130.00' PORTLAND, OR 97223 �_ (503)670-3000 \ � J LEGAL: 2S-1W-SEC1ION 1(AD) O 0 5' DEDICATION PER TAX LOTS 800, 1700 --J SITE DESIGN REVIEW. SW 68TH AVE — r W Z U CP Cr Wcoe IV a r_ Q cv n 11CIOa ROS. DATE FEB 1999 J y1��t,G IN F "1 =20' C) v ! 12,8 0OZ WDRAWN CP CrJOB 97-03B OREGON 1 S r` Q� till!"1'-1-IIlIU3y � 14, SHEET [it W 99-00040 $ J. S� 12550/12600 S W 08111 I � I / � 2C1 11G 15 of 23 ff 2 SHEETS 0 EEL If this notice appears 111;11-4-1• 01:111 1111 JUN (1 2 2000 document, the document is of mm-011;1I 1111:11ih. IIIIR'd 1 1 1 ! 1, ll!l!f �1j1� 11' l l1 !III II�IlIII III III lilil � i IIII 11 Iii Ilil�l llij ! I i l I i�l 111 I i I l I l l l i Ilill III ! I I IIII! ! ! f�T�1(l�lllllllllllllliI I 111, 11 Il � � ii II111 , Ill�illll Illjl� i ! ! ilii ! ! ili � lii Il �lll�ll IMNI MADE IN CHINA — 1 I ' 1 t .!. I18 1. t I I I I'lill II 111111 1 II 11 liilll Ilii { II{I ii„Ii i1{ iilli I'i! Ifilil It'lii iiiil{ i .,i ( {li{ 11 IIII Ii11111 1 1111 Ii 111111 I 1111111 1 11111 , n 1+II n 11 u u n 111111 IIIIIlII11111,1l,II I ,II, .,,,III 111,1,11„II. . ,lL,,,l,li,l, ,III.,,..,}IIIIL,.IItI, ..1.+.J, ,..,I,ll,.„III}i:„ .,,Il... .illlll tl,,..IIII..luiln,..,,,il.,.,,.,lll,l, „11!!„1!!lililmilli;��till,,:,,,11I1111, ..,II,I.,,I,I,III, . „11,1,11„ 1,111„11,111111{(11!1,11. l I I 1 rlrr NEV=1111BY 60.00' REVI----- ---- EX. PU$L,C--- GW ------- I 11 UTIL� E%AI. _ T - .T REVIEW OI/15/96 _ - y c NECT NEW 121" sTORt-�� 4 ! -�- ATTENTION: Oregon law requires you to follow the rules REVISED °TM c* ,� RM H I I Ex. STORM Mti RENEW 01/27/69 ! , ( DRAIN TO EX. 24 STORIA� RIM 257.06 adopted by the Oregon Utility Notification Center. I RIM 262.78 DR IN LINA '� f i I I I°` 24" IE 249.46 + 24" !E 255.98 I � I� _ I _ Those rules are set forth in OAR- 952-001 -0010 through r. -__._ OAR-952-001 -0090. You may obtain copies of the -- - - -- EX. 12" WATERLINE 1 EX. 12" WATERLINE �� EX. 12" WATERLINE rules by calling the center. (Note: the number for the •, 41'-WET TAP EX. 12" WATERLINE Oregon UtilityNotification Center is 503 232-1987 1 AND INSTALL 12"x4" TEE g ( )• 60.00' .30.00' .- EX. 8" SANITARY EX. 8" SANT rARY EX. 8" SANITARY 30.00' 60.00' - �,P,)8 ",_ • - E>5-aQE�•S_ - _ .- - .�,.,. - •-- ,_ _ _... _.._ _. ____ - r. __.__ .� - � EX. ACCESS EX. PUBLIC SAN. MH , _ ._ UTIL. ESMT EASEMENT FX tiAN. MH PROPOSED 6" PVC EASEMENT UTTL. E:SM T. 6.39 ` ai - a �y :� - A its J , ►a �r -PROPOSED 6" PVC RIM 262.87 SANITARY LATERA!_ RIM 25 SANITARY LATERAL ( 8" IE 252.17 TIE INTO EX. 8" I 8" IE 245.99 . . . ___� � " TIE INTO EX. 8" S I SANITARY LINE SANITARY LINE z T 0 w ( O QD L'� ,� 4�� 7- r � � •f � . `� � SEI - I x 1 I- ��/,53 , • �i SVT FIR d ----- --- ___----- i I E X I S T I N G I 0• �I �+ �.�,•.,,�`J'r'• � �••� -�1 w -- - - LDING lb w� - • �+ I 6000' - __ __ p� - ( L i .1 1 'r,. „ - \--� r^ ill - -_---Ex. BLIC--- -_ ---- ,r_.__L_ r - - _ t• v J - -ARCHI T-CCTURAL - UTIL. ESMT. I __..�_- -- - ' ` rte• 1 i �- � u T _ `��. BLOCK WALL I ! I r rA d u \ m ECJ GRAPHT.0 SCALE o - sI`,�"^>' ;,•� 30.00' - --PROPOSED--- '--- --- 20 0 10 20 40 DO , s I~w 1 ..r. --- ACCESS ESML -_-- ARCHITECTURAL- I aR aI ,� ",,• BLOCK WALL � I IN FEET ) O ,.----AR CHI TEC TJRAL }+ • • ' • c `r4r4d' -� 1 inch = 20 ft. -� .• .w• / r, - _ D I BLOCK WALLc) VICINITY MAP BUILDING 'A° .� ( BUILDING 'B' /' }S G 'f•R E �j / .G.,� F.F.E. = 263.00 I I _ F.F.E. = 260.00 / / i l. Construct sidewalk and driveway ramp per standard city details. All work shall conform to City of Tigard, Oregon, Standards and I ( / Specifications. Note the attached Drawings and Details. BUILDING 3. A public improvement construction permit is required from City of Tigard. C_ 4. Notify City Inspector Paul Icatt (#639-4171) 24 hours before starting any work. 0 5. Access-to and egress-from parcels of land adjacent to the work area shall be In maintained at all times. Pedestrian safe shall be provided for b • the contractor at all times. �-PROP RTY UNE l�ll� 6. RemovaUreplacement work and damage repair work shall be promptly (ASS ING LOT LOCATION OF EX. WATER AND SEWER LINES TO BE -- ( UNE I VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION initiated and completed to the City's satisfaction. No work shall be IS APPROVED) _ I considered complete. until it is accepted by the (:ity. 'The City reserves the - I f p I W� right to cause testing and certification of work or repairs to be performed, to EX. CURB CUTS TO BE SAWCUT AND REPLACED the Citv's satisfaction, at permittee's expense. EXISTING WATER METER --RELOCATED WATER METER WITH STANDARD CURB PER CITY STANDARDS_- 7. Erosion control shall be provided for by the contractor. STREET TREE O 20' O.C. -ITO BE USE AS SERVI 8. Notify utilities per ORS 757. 41-571. SCARLET SENTINEL MAPLE TO PROPOS D BUILDING SPLIT SERVICE TO BUILDING TYPICAL EX. WATER METER TO BE I AFTER BEIN RELOCATE k ADD NEW NATER METER I STREET udlT tV�7Ec r 9, It is the sole responsibility of the ermit holder to provide for proper right-of- PROPOSED USED FOR SERVICE TO �_ T PGE TO INSTALL STREET LIGHTS UN 4' MAST ARM P P P P g FOR IRRIGATION SYSTEM I PROPOSED E3UIt_DING I 1 AND 100 WATT HPS LiJMIA!AIRi• WITH FLAT GLASS LENS. entry' (anL�lOP easements) prior to starting work. Proof of right-of-entry' ! STREET O 20' O.C. I (and/or properly executed easements) shall be provided to the City. The City SPLIT SERVICE TO BUILDING !-- Q I /--MATCH Ex. shall in no way be construed to be liable for the permit holders failure to 0 -0 k ADD NEW WATER METER II TYPICAL _ SIDEWALK Ex. UGF FOR IRR CATION SYSTEM U \ obtain or provide for proof of right (or easements). MATCH EX. - Pi7L - --- - EX. 5' SIDEWALK 10. A sewer connection permit is required to be obtained from the City's SIDEWALK AILBOX ` 5' DICATION �r �� +C� � r qtr �� _ �� PER U.S r _ �tiZ; �, �, - - - Building Division prior to connecting to the City's sewer system POST OFFICE - �. 11. Utility relocations, modifications or repairs, which may be necessary', shall be r E ' ' „ I' a� _ ' _ _. .1!, performed in a timely manner at the permittees expense. Ex. CURB 1 -•-- RBC -� EX. CURB 12. A hard surface patch is required to be placed at the end of t ' day's work, EX. 5' aIDEWAIX S.00' S/W 20.00' CURB CUT 5.00' S/W _.._. CONSTRUCT PER CURB CUT (SEE NOTE) coNstRUCT_PER_._•__i•__ on all trenches in public roadway. EX. FIRE HYDRANT EX. e" WATERLINE DWG. 120 (SEE NOTE) DWG. 120 V Ex. 8" WATERLINE � 1 i. 'Traffic control must be provided for at all times. A traffic control plan must MOVE EX, HYDRANT EX. UTILITY POLE RELOCATED UTILITY POLE be submitted to the Ci for review and approval before any work may begin. • BEHIND PROPOSED OSED CL OF PROPOSED 30' RELOCATE EX. INSTALL STREET LIGHT 60.00' BIO-FLn-R INLET City PP y g 5' SIDEWALK DRIVEWAY APPROACH UTILITY POLE_ ON TO RELOCATED i PROTECTION 14. As-built drawing to be provided to City of Tigard by Engineer. CENTERED OVER -- UTILITY POLE PER - EX. 8" SANITARY EX. 8" SANITARY liunuY•l3uime..F'art, 97-0038 1-4-99 EX. PROPERTY UNE _ CITY ST.ANDA�--_- S . W. 68TH AVENUE EX, SAN. MH____1'41 RIM 253.52 1.1� 8' IE 248.02 - - 3/4- R 6 EDGE 00000100' . "womb . ter. . ...._ . .mw . .�... . �.� . .�. . •�1m . .m"._ . .�■ . .r... . �_ TT T CURB JOINT _� SEE NOTE 5 Row 5' 41N. l 6• DRANAGE BLOCKOUT I t 1 r 3• Lrl. PLASTIC ROAD --�- - PIPE W/COUPLING 16- ' I 2. OF 1/4•-0" BASEROCx z o ,•C. ..c COMPACTED SUBGRAOE_J 40 0 0 � ooCo W o c o� o SIDEWALK ADJACENT TO CURB S' MIN. � rtOw CL 6.. U _ ROAD .:-H-.,r--.• r�.4 01 T�l,1-�11tjnlil' t� NOTES: 2' a 3/4•-0' BASEROCK C) COMPACTED SUBGRACK o ' Ob OFTRAVERSE CURB & AT OTHHERTS TO BE LOCATIIONSRJVIDED AT AS REQUIRED ACH TO LLIMITTOF THHE TSAP�aaCr SIDEWALK AWAY FROM CURB • (V i. Ob TO A MAXIMUM OF 20 FT NOTES v 2 TRAVERSE EXPANSION MATERIAL TO BE PRE--MOLDED NON-EXTR'JDEG MATERIAL I CONCRETE SHALL BE 3000 P SLA AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE WITH A MINUMUM THICKNESS OF 1/2 OF 1-1/2- TO 3- 3 TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE. THAN 10 FEET APART o b 2 PANELS TO BE 5 FEET LONG, WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA 4 CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS 3 EXPANSION JOINTS TO BE PLACED AT S'OES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, k AT SPACING NCT TO EXCEED 45 FEET P S DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN OF 2 FEET 4 FOR SIDEWALK ADJACENT TO TH(. CURB ANO POURCO AT THE SAME TIME AS THE t�'�f NG INOFe'rJ` DATE 01/15/9 AND MAX OF 3 FEET FRpM PROPERTY UNE$ CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN 1/2- RADIUS �� ` Cc t r�+ 2�iJ O 5 SIDEWALK SHALL HAVE A MINIMLIM THII ;NESS OF 6 INCHES IF MOUNTABLE W ; 12oB� 6 ,•Oq �'E NOTED CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY I 1 OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. �� I' I,L 'l' GAM b 6 DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO SACK OF SIDEWALK HATH 3' DIAMETER PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLArtO OVER PIPE .c� CIRL60N J� 97"038 Ch r lill('11'I-1;00_i) - -- - - III 11,yy-uu(�4o lam 15�� roust.. ry tu:twl .o �rxt ....,o n 40 %CA" 4 j! SET I?5 50/12600 S W 68111 '•..•t,.,�r4... -F~ • 'M' .w....+..R.. ..,.�� , t+•�c .o t ,��.v.,r r' .,..,wa CONCRETE o.1� .4 -� J• I / .•. +�,� STANDARD CURB 1 "1 116 I'(i 16 ci f 2 3 "r 'b.�:,.^ rAIGMF ,nr ......01W", an Cr Mrlo 2 5 Cr"v rARo '~ �:: .r.� ,rw SI rJEvrALK 1 2 0 Cle2 ... ......r. C - Imo' 1 SFIE�Ts uJ If IIIis notice :IIIp 'ars rlearel. III;Iu the JUN 0 Z 2000 dot'll mull 1, IIIc Ilul unlell( is of 111:11-gin;Il 11n:11H.N• Illll'I (1l l l lill'll !� !I! I !jljlll i' I !IIIIIIIII�I I II! ! Ili! I ! tll! ! !II II iili!I! ilk l; 11 ! I I �i I � ' � i :i �II ! i ' ( I �� I � � I ( I ! I II !I � I I I illll !IlI ! II•; ; f ( ! I1 II I I II III ; I ! II : ,! tii ; l ! Ilj ! !� iill ,iil .; ► ! ! ! ilii ! ! II ! ! � ll I tNCN I MAOE IN CN INA II I !IIII I IIII I11 I Iliill !ill 1 fiilli (i(ii(i II!I illl'i ii U i!i i Iii li Ii(iii f{n i' I I' Iii I' 'I I' 'Iillll lin III I'n n n "t' ' ""t IIIIIII I II IIII I n Illli ISI I In ,I n III , , ll1 13 717 • '•' - Illllll!11111,1!IIII".,I,IlIIIJ,,,,IIIIII,,,IIJI,. ..III..,JII,I,.,„.I..,,...II!II,,.,lIIII,..•I.I..i,....IIIJ,..11.,il„•..!ll.. .I�lil•I.Ill...I,III.lulhl..,..IIl..,•,..III,l,.,,�IlI..IIll�li:ulllill,n,ill .,III�L„II,II� ,. .,II�,II{I{ill ,ll!I{nl,rlllll{{I„IIl, i I 60.00 EX. PUBLIC --�r i KVISM BY J -- - I UTIL. ESMT � _ ._ 1 - � =_1 � •- ••--- ._---� ----- - -=-; -__ __.. I - -- - _ REVISED PER ARCH 0A1"GRAPHIC SCALE REVIEW 01/15/99 EX. FIRE HYDRANT I 20 10 2 �0 RF VIsr o PER G1 TY 0 0 l I I d0 REVIEW 01/27/99 11 ---�- I EX. 12" PUBLIC WATERUNE ----- - ---- -� EX. 12" PUBLIC WATER LfNE EX. 12' PUBLIC WATERLINE ( IN FEE7 ) -PROPOSED 6' P 4" 0.1. WETTAP I Inch = 20 ft. SANITARY AL FIRE SPRINKLER 4" GV EX. d" PUBLIC SANITARY W/ TB _ _ _EX. 8" PUBLIC SANITARY 30.00' 60.00' EX. 8" PUBLIC SANITARY 30.00' MH PROPOSED 6" PVC 60.00' 6" FVC INSTALL BACKFLOW EX. ACCESS EX. PUBLIC EX ACCESS RIM 262.87 SANITARY LATERAL RIM 256.39 I 6" PVC LATERAL EX. PUBLIC EASEMENT L=51.23' PREVENTGR, FDC rk L-49.50' 8 IE 252.17 IE 249.80 } EASEMENT UTIL. ESMT. 8" IE 245.99 TS=0.1000 VAULT WITH SUMP UMP --_ S-0.0600 (SEE DETAIL) co ,_. J w � - - - 90 BEND I i ATTENTION: Oregon law requires you to follow the rules �. I W/ / TB ! I adopted by the Oregon Utility Notification Center. 1 Those rules are set forth in OAR-952-001 --0010 through " 1 _- - - o - I - may obtain copies of the -- -- z OAR-952-001 You -Ir 7582 IL = 2`>4 92-� - i f� /� ,T__ _-- --- --- --- >== rules by calling the center. (Note: the number for the Oregon Utilii.v Notification Center is (503) 232-1987). -- ----- I --_��._ --- -- _ - -- - --- EXISTING BUILDING r.l 6000, Ek F'UBLJC UTIL. ESMT. 2.50' I I �/� �- PROPOSED � --_-- ARCHITECTURAL—— � ARCHITECTURAL - ARCHITECTURALACCESS ESMT. J~v Jy BLOCK WALL BLOCK WALL _ (SEE FIRE PROTECTION PANS do I ARCHITECTURAL SPECS. FOR EXACT LOCATION) - _ BLOCK WALL --� � y I � BUILDING 'A' ._1�..6 I O F.F.E. = 263.00 r._._ o Q /-(SEE FIRE PROTECTION PLANS do I 90' BEND v SPECS. FOR EXACT LOCATION) j W/ TB I Writer Supply: . j + BUILDING 'B' EXIS PING 'FREE I. Four inch and larger water mains shall be ductile iron pipe conforming t9� W/'-90BEND I _ F.F.E. = 260,00 AWWA 0151 Class 52. Pipe is to have cement mortar lining and W/ re � - - ��' bituminous seal coat conforming to AWWA C104. Joints to be push-on -- joint. Pipe fittings are to be of the same material and class a:; pipe and of EXISTING _ BUILDING domestic origin. Pipe is to be laid such that it is Supported along its full length, including digging of"bell holes". 2. Two inch and smaller piping shall conform to acceptable pipe types as 2.50' 1_ _ I permitted under the Uniform Plumbing Code. All plastic piping Shall be installed with a 12 gauge copper tracer wire with a blue coating. { 3. Water mains to have minirlum cover 36". _ 4. Thrust blocks are to be provided at all changes in direction and branches. _ Thrust blocking concrete strength is to be 2000 psi See details for thrust -I I blocking sizing. Pour thrust blocks against undisturbed earth. 5. Hydrant pumper outlet to face the direction of access. { 6. Granular backfill is to be compacted to 95% maxiinum dry density per _ EXISTING_WATER METER I AASHTO T-99 test method. Backfill under streets shall be 1"-0" crushed TO BE USD AS SERVICE I rock backfill. `unitary Sewer: - I PRCr'OSEO 1" DOMESTIC TO PROPO ED BUILDING - PROPOSED 1" DOMESTIC I 7. All waterlines will be pressure tested and chlorination before connectioi, to 1. Pipe shall be PVC sewer pipe c ''- WATER SERVICE AFTER BEIG RELOCATED WATER SERVICE P INSTALL BACKFLOW I { the Tualatin Vail Water District water system. 2. Where the sanitary sewer are within 5 ee�o the) DR 35. PREVENTOR, FDC 6c buildings, Uniform VAULT WITH SUMP PULP EXISTING WATER METER I - 8. All materials, installation, tests and chlorination to be in strict accordance Plumbing Code requirements for pipe type shall apply. The contractor has with the standards of the Uniform Plumbing Code, the Tualatin Valley the option of usin�� TO BE USED AS SERVICE I p , sewer pipe types acceptable under the UPC for the entire ( /'�j 4" D.1. ._ • _DC, _, _ _ TO PROPOSED BUILDING u I 1 w w _ _ _ _ _ _ _ _ _ _ _ _ _ Oregon State �`// �� Water District, and the g Health Division Administrative Rules, length of the building service lateral (from the connection to the existing -' PL�T'SEk •Tb 1301L�TN�5' DEDICATIO Chapter 333. FIRE SPRINKfwk ` _ _ _ lateral to the building). ��.T�_1 � do ADD NEW WATER METER b Gy FOR IRRIGATION SYSTEM 9. On ,iii piping pnor to the water meters all materials, installation, tests and 3. rhe reviewing, approving and inspection agency will be the City of Tigard / a - a �• j� chlornation to be in strict accordance with the standards and .odes of the 4d r • a . a Engineering Department. 90' BENDr _�- - • . • - / Tualatin Valley Water District and the Oregon State Hea,th Division 4. Backfill for the dr^.triage pipe shall conform to Class 'A' in unpaved areas, W/ TB SPLIT SERVICE TO BUILDING RELOCATED WATER METER Administrative Rules, Chapter 333. 8t ADD NEW WATER METER _ _ j Ci.xlra�a Buslnev Park 974103B 24-99 and Class 'B' in paved areas, as noted on the detail sheet of these plans. L. FOR IRRIGATION SYSTEM -` (kUnzaga Buslncss Park 97.003B 14.911 EX. FIRE HYDRANT EX. 8' WATERLINE EX. B" WATERLINE MOVE EX. HYDRANT BEHIND PROPOSED 5.00' SIDEWALK +� EX. 8" SANITARY _ EX. d" SANITARY _ --_ - 1S -__-- S. W. 68TH AVENUE - _ - RIM 253.52 8" IE 248.02 W W Z _, Z x T e 0� DCO •o-� rn Nu �F��fo / 99 i�/ 12,81�p Z U SCALE N 0 TE D cri I `1 1 M"NGAM r` .� ❑REGDIti O1 I 'IM 97-038 I il.l P 99-00040 12550/12600 SW 61111 �'�S U. 51S SiEET u !'G 17 of 23C1 ra CL ,�..�..,��.I�I■■ 5 SIfETS Iu • II' 111k notice :IItpvays c em-cr 111:111 1119• JUN 0 2 2000 docl1nleut, the 9locnnlcnt is of n1:lr;!inal IIu:llitr• IllyI111111111'li III III 111111lIIIII ! I 'I I I I I I ill ( I I ! ! li III I III i (!� I l; I;Ili lill � li I ! ! I ( I Ili !' ! ! I i iii I 'i I I I I li ! I I ! ijiiil III ,. .! 'IN!,CINIIt lI I '11M111A11O1 1£1IINlilClHlli INAI I I I I 1i ii1I 1 diI ll I I fill ( lii iilI iil I1111111 1 ( i1t 1!1•1 li!I 'iiI lil} !I'fail II 'IIii:I it�' il.n;'�I i1 1il3- 1 )ii�i!: •1 II'li' liilll fI}uIiII�l IIllIn{' I I 't: I I 1 III II III I I Iil' Il !tT n I-II . tT1i1.11ii1i "•t 111tH I In1111 1 rill I u11111 Ilan n1111 1111 I In 1 lilll!IIIII,1..111..,11111,1,,,.11lIIII,Il,11lil. .,Ii1..11ll.if. ..!ll.,... ,,lll ,.I.llfli...1.I!•.,!l...,.Il.I,...I.ii.,.,.•l11.. .I}111...1!....1 •h.illilll.•.,.,Il.....,.111 , ,.illI.111.li1„uiltlli,111lI1 III li ! II 1111 ,,! I! 911 lIIII 11111111, 11' •1 1 Ii1• 1 1 1111 , 11- 1111 111111 111 1 60.00' REVISHM BY -- -- -- --- ---- �.-- -----EX. PUBLIC 13' - SED PR Rtmow ol/l 3 99UTIL. ESMT. ]IC SCALE LX. FILLD IHLIE 12' IE 263.14 so o 1020 w eu RIM 262.78 ----- EX. DITCH, 24" IE 255.98 ! EX. 241 PUBLI STORM LINE EX, STORM MH ( IN FEET ) f� CONNECT NEW 12" STORM };-"ATCH BASIN RIM 257.06 1 inch = 20 ft. PRE--IVAT i EX. CATCH BASIN DRAIN TO EX. 24" STORM 1 RIM 256.24 24" IE 249.46 ---MATCH EX. PAVEMENT RIM 259.85 12" PVC 8" IE OUT 256.95 IE 25 .52 8" IE OUT 253.34 I �. -,- --«-- •- 60.00' 30.00' I �- 50 PkIVATE� 10.00' NEW PAVEMENT 60.00' 30.00' C8.�1-"-- ! EX. PUBLIC EX. ACCESS EX. PUBLIC EX ACCESS _ RIM 256.50-� 12' PVC UTIL. ESMT. EASEMENT MATCH Lx. F'AVL.MirJT UT1L. ESMT. EASEMENT / 4" IE IN 253.00 L=35.50' _ �, -- 120 IE IN 252.75 S=0.0346' -SUAdh 251,2L- (SEE 51.25 1---- r8� ---- ------ - -- � (SEE DETAIL) � I ( � ( - --- RIM 253.00 S E DE IL) - I 4" ABS--�_ - -- --- -- O RIM 85'7 -- L-14.00' 4" IE OUT 253.00 r^ -- SEE TAIL) RIM 58 5 (SEF_ DETAIL) I SUM 250.0L) " !' ,-- - --- - ( �-J 12" E OIJ T 26.5.5 CURr-- - --- - DRAIN I -- - 011l 3 - - - -- - - - ---- 1 _ PVCEI 1.115`0' j ' I 0117FALL12" IF 5 00 ( Q ----- ,---- L 11.50' 13,5' ---•- 5=0 017 a_ I I p ! i __-TKW �,`, _�_ LACE CLASS 50 ATTENTION: Oregon law requires you to follow the rules 8' IE OUT 260.(10 _. 1 - RIP RAP adopted b the Oregon Utility Notification Center. 5' LONG X 5' WIDE y g y r/"1 C 8" PVC L 0' 5=0.001 8" PVC L-77.00' S=0.0075 ( RIVATE) 1 P-7-L-1 . - .OI,S i R1M_259,55 8>a13 50' -----� Those rules are Set forth In O.qR-952-001 -0010 through `" .( IE 255.45 S=0.1481 -- ----- I i I (� (1211 - l- __- OAR--952-00 i -0090. You may obtain copies of the RIM 263.00 77 RIM 262.95J -- rules by calling the center. (Note: the number for the Q IE 257.04 IE 256.58 (S E DETAIL RIM 260.27 I I I I 41'-- _ 8" PVC _ 8' IE 256.00 z.5o' --- j ! I , Oregon Utility Notification Center is (503) 232-1987). ROOF DRAIN 10" IF 255.92 ROOF DRAIN-� 8" I L=31.00' RIM 257.50 S-0.0126 EXISTING �- 18.0 7' EXISTING RI�Sg gg _-�----- ( BUILDING 8" IE OUT 256.39 / 260 �� •.�, e" PVC _ i 1 _ ,� PROPERTY � I L-65.00' 60.00 _ I / / / ,; I LINE L,1 1 r J S=0.0100 �------ tX. PUBLIC---- - - -10" PVC (SEE DETAIL)----- ETAIL)- v JLQ UT1L. ESMT I --- _ (n -- L=74.00' ------ I ARCHITECTURAL L30.00' �5=0.0065 ARCHITECTURAL--- �� BLOCK WALL -ROOF DRAIN T_____ PROPOSED- ROOF DRAIN BLOCK WALL— ACCESS ESMT. -- I OUTFALL Fll ___ _ TOE ELEVATION DLI 12 IE 254.50 PLACE CLASS - I I . �� _ ---_- 12" PVC RIP RAP LASS 50 _ RIM 263.00 L=10.16' I 5' LONG X 5' WIDE ;r N IE 257.69 c- S=0.0 0 -ROOF DRAIN --� �i T - ROOF DRAIN- =- - �-- - - f1-�• lIH B-1 ri 1 l I� 12' PVC =68.47' S=0.0050 POLLUTION CONTROL MANHOLE I n BUILDING 'A' BUILDING 't3' •� 4__I - D RIM 258.00 RIM 260.00 I 12" IE IN 254.65 I n 1 F.F.E. = 263.00 ' F.F.E. = 260.00 12" IE 254 89 12.6' 12.6' 12" IE OUT 254.55 SUMP 250.05 10" IE 254 97 �C7C,L� I 2 -ARCHITEOTURAL �_ 8" IE 255.06 I` x o BLOCK WALL ' _ --257 -►-4.0' i T / I TREATMENT SURFACE �--� EXISTING TREE �/ / ROOF DRAIN ROOF DRAIN // /� %/��% / ELEVATION 256.50 EXISTING � ---- -- � 256 BUILDING -ROOF DRAIN I - ROOF DRAIN-, 8" PVC I / , �' /i __ ._- I •� L-87.00' d / S-0.0100 8" PVC- L=102.00' 2.50' - - - S-0.0060 EXTRUDED CURB ISLAND A C. _ 4.1' -ROOF DRAIN } ---- 8" PVC ROOF DRAIN-,,,,, I j ��-EXTRUDED CURB I I 254 I i L=11.25' LANDSCAPING - - S=0.0060 8" CLEAR PATH BETWEEN (( '1 A,1 A11 1 RIM 262.30 L� G-3 - I EXTRUDED CURBS TO ALLOW �1 D IE 258.56 I RIM 258.25 RIM 258.75 FOR PARKING LOT DRAINAGE. I 8" IE OUT 256.27 IE 256.21 4 0, of ff ff ff I- POND SECTION A - "A's POND D E TA I I_ SCALE: HORZ: 1"-10' EXTRUDED CURD ISLAND DETAIL VERT; 1 RIM 258.32 - - IM 257.50 8" IE OUT 256.34 5.6' '-s' _ IE' 255.6 .; L-21.35. 775- DEDICATION �.. 'Z'L S=0.0060 �-- - • • . . . , •. - -T-'7-r STEEL-PLATE CA1016ASNT SMALL NOT SC LESS THAN FO /T �. • 1 • ♦ . • A • - • • • d / / %Al1C( WITH MELDED SE AUS ylili SLE[viS ATTACHED 101E / 1 - • • ♦ . ♦_ Ir . r • -• •`.�:-0.,.-. !� ♦ ♦ /� C.91NCC11NC THE STORM DRAW LINES -- _ __ _ _ _ _ _ • .._ .. _. �.. ..+_._ .-.,,. -77/.' `.. CA!CHBASWS MADE a CAST IRON SHALL HAVE A WALL �� -_ I ------ - --`_-- THCI[NC.SS OF NOT LESS 1H AN :/♦' rAM SLICKS ATIACNE6 1 FOR CONNECrwC THE STORM DRAIN LINES. STEEL CAIUOASINS SMALL K SHALT COATt9 NS" Y OUT. CONCRETE CA1040ASNS SHALL HAVE A WALL THKXNCSS Of n' i BE REaWORCED WITH /s BARS • 6' U C CAICHBASINS ARC TO BE ►R(FABArCATtO OR POLAIEEC IN PLA.C.E CRATE TO BE MELDED STEEL DROP IN GMAT( (ASTIA A36) (No BARS 1 2'.2' CROSS BAR$ 1/2'.2' O 2' OC, WE I STRAPS /6 . . 16.000 Io> UNIFORM LOAD CAPAQ iY. 1 1• S. W. 6 8TH AVENUE ELE.A110N -Rim CIE vA T10H SE[ PLAN SEE PUN -- --'--_'_ --- -----'- ----- -_..- --- -- -- ---- --- -- -� _.-- ----- -- -- --- -_ _- -- -�. �- --- --- -- --- -- -- -' '--- --- -- --- I ulll h ELEVATION - SillRI OUI 1 �r -'1iLr`L1,II SEC PLN1 FOR SLE PL.AN IOR S12E i CLC VA TION -, SIZE i CTEV`PION is 16••2 t'•1 TRAP WILDED 10 S10L Cif CATCMBAw+ Li - - - CONCRETE BA-&N STEEL 8ASIN 1 ----4" ABS SCREW IN CLEANOUT s Z n rr ' ► f- 1/2" ORIFICE �4 x 24 PRI�WFE CAIQHBASIN DETAILrc -.-- I.E. 253.00 H T s W TREATMENT SURFACE 1=LEVATION 156.50 ' Uj - 4" ABS Z O CT) �. •L /� Q POND BOTTOM ELEV. 253.00 • ' �! x Z Storm Urainy: 1 1 1 � Q ''(I I,'I i�I I I ;I I 1 _III..- I I (_ I I_. ,• 1. Twelve inch storm drain pipe shall be PVC conformingto ASTM 3034D, or N approved equal. .O 1/2 CU.YD. Catchbasins may be prefabricated catchbasins or poured in place. All r• w 3/4• DRAIN ROCK I � I.E. OUT 252.75 �' , N 2" WEEPHOLE • catchbasins are to have trap and siphon type outlets, except catchba_sin in ppr� • Scottins Street. (M16 L°' �s` 3. Ciranular backfill is to compacted to 950'o maximum dry density per 40 AASHTO T 99 test method and native material shall be compacted to 85°'O of 00 `- in place density of surrounding soil. �E� F'ROFE. 4. All materials, installation, tests and inspections to be made in strict �� NG INF ss• �� 01 /15/99 U-) 2'-0' --- I s" ---� �--- accordance with City of Tigard specifications. v / 12,820 �Z SCALE 3 -0 i IiUI'L)I)-0003L) � LnN171B•Business fart 97-003B I-0•V9 o III 1p E)o•-()o040 W.Q. OUTLET STRUCTURE A- 2 N ^� W.U. OVERFLOW STRUCTURE A-1 1�550iI�c,no sw hR"t•II � •,r3- oo GAM Pb aREGI , � .� 97--03B � 1'r � 14 � �• rn AS'p S�SJ� SHEET WATER QUALITY OUTLET .. T.. R. R CT 'TLA'- 1.. c A- 2 C2 c O' 5 SHEETS Lll If Illi'. police 'llyt'ar.s clears 1 Ulan IIEE• JUN 0 2 2000 doctimerll, the ElocElment k of nI:I1,011,1l wl;llil�- 1111crlllllll cd � Ill � llllljl III! iIII1111l i' llljlll' I;III !' I l;1ii11111 VIII l l .. ;lllj IIiIIIIII' �Il i1 Ij li l, r ! I I I I I I III ill. l ' 1i1 1 I I 1 1 , I I 1 1 1 1 1 I ! � III , li � I ijll :ji' ili ! i'i- Pili l � III lilfl 1 iil'1 lilll l l l l !' i 1 , I . 1 i11•I INCH I MADE IN CHINA I - s It � F4 - III 1111 ! 11111 11 1111 II II 1 liill 11111 iifl;il i '' illl'liil iili 1 iii I iiiill stili 1 i' if II it '' 111111 {III lit CRI I "T " II1111 n n u 11111 1111 I llillll Inn n 1111 1 In 1 (INIIIIIIIIIII111lI III. •1lII 11j1 1,.II III, !,1,.1,. !i!„,,.I,I.,,..,.li,l,,,!hili.,,.I.,..II,..,II.J,..j,lll:.,...,ll.. .l�llLI.III..l1,II..InIlil.•....III,..l,{111 ., ,.jllt1111lI�ilolililli111111111:1,1I1111j1,,...,1,j111111111j11 . ,115111111{IJ11,1l111111l1i1111111,11lII, - -- - REVY j I _.__..- ______.__._____ -..._-- ------__....___- -- I; BY I 17GRAPHIC--1- T---- ,- - r- - . r_� GRAPHIC SCALE -�oA;�99 CWP • !I r I i Ij r I �!' I / �! so 0 10 2u +o eo EWSE o 23/99 AIEW CPIN FEET ,I -. 26s u s " + 1 163.7u 2".09 / , 1 inch = 20 ft. AC EX-(liC `tee 10 265.2 • �_ M 263. __ _.._,. �__ _v �. �_ .� .�� _� ATS - A� A ATTEN11ON: Oregon law re vires you to follow the rules '* EX. EDGE OF PAVEMENT � g q / f adopte, by the Oregon Utility Notification Center. //�66 *262.95 202.0+ r251.5N / e1,22 �2OQ)y M259.57 _ _ 259.01 A259.02 M2sa5+ �25aoa zs,.Q� 573+ Those rules etre set forth in OAR-952-- 001 -0010 through Ex-AC Ex AC EX-AC �X-AC Ex AO ES( AC Ex-AC Ex-AC Ex-AZA LA-ACS x-AC g � °J• ! '� Zba 26375 ��` 2g3.2S 26A� 2 iso - 2 7S ?=_2 35 -��o OAR-952-001 --0090. You may obtain copies of the ' 6 ' A rules by calling the center. (Note: the number for the AC _�` 263 AC ,2b '~ � .. 12582 --256 Oregon Utility Notification Center is (503) 232-- 1987).BIO BAC$ ` _D2.50 62.25 261.+0 -- --- A _ - - II �•. TY CAL Ac AC � � 255------- , _ _ -- - -- _-_ 254 I - l 261 0.75 0.60 259, 259.50 i 262.SU 253 - I =C x5.50 "v4 AC ON' 260.00 - _ 64.N luo _ _J ----_------- 10 - 260. - � -------- ` ij 62. -_ - ti -- Erosion Control: 7•B Seeding/Mulching: a Al _ 260 - A Summary: ze2.00 z6o.5�_y I 1. All areas disturbed during construction to be graded to drain anti compacted z. -- 26 A 2 _____--_ �s 1. The intent of the requirement is to prevent siltation from reaching storm o Ag, 257. to a minimum of 90/0 of AASHTO T-99 immediately after installation of / ( drain systems and drainage ways. j h -- --- HIO--BAGS I I 2 The minimum measures need to be made on all projects. utilities or grading. 0 �. 14-BAGS TYPICAL) , a) A gravel pad, at least 50 feet lung, is required where vehicles will leave 2• Recommended Seed Mixture: 80%D ELKA Dwarf Perennial Ryegrass and TYPICAL ____- `r _ EXISTING 20% Creeping Red Fescue, by weight. Application Rate shall be 100 pounds _ I I the construction site. zs7. BUILDING minimum per acre. ' 256. 19 � 259.25 b) A ;edirnnent harrier Is to be constructed of straw bales or a sediment fence - Ac 25e where noted in the details or where sediment will cross outside the work '' Fertilizer shall be 12-16-8 with 50% of the nitrogen derived from UREA (� 25e 65 Ac � I FORMALDEHYDE, and applied at a rate of 400 pounds per acre. � � ' AC 2 . . area. ! c) Whey: excavated material is placed on hard surfaces (such as streets) 4 Seed and mulch at a rate of 2000 lbs/Ac with heavy bonding agent or netting ----- I - -- / __- and anchors. Mulch shall be a wood cellulose fiber or other mmerial suitable U) \ J ARCHITECTURAL I I I d) iaterial mp p exits romrallm dl°ertsranddclean as soon &i storm drain pipes`)draining into the for hydromulching. '��'I � J \ ---�- - -- BLOCK WALL _ 5. Temporary or Permanent Hydroseeding or acceptable seeding and mulching ditches re n rhes. Riprap is to be Class 50 riprap or larger or as noted must be provided whenever perennial cover cannot be established on sites � 0 I I ARCHITECTURAL { \ __-._�.__� _._.__-_�_- I r isewhere in the plans. BLOCK WALL ----- ej Reseed or cover disturbed areas as soon as is possible and practical but no which will be exposed for 60 days or more. ARCHITECTURAL later than the completion of construction on the other phases of work. Q ` 2 9 z .50 25e.2s Sediment Fence: \� 262.27 -=--- •�T A I BLOCK WALL Eroslon control measures such as hay bales and silt fences must remain to I Ac il 26 .+0 59. c -� .T__ 1. The filter fabric shall be purchased in a continuous rc i cut to the length of Q r 282.7 AC Ac - 259-77 place until seeded areas show growth substantial to prevent erosion. AC Ac =- I the barrier to avoid use of joints. When joints are necessary, filter cloth shall 1 be spliced together only at a support post, with a minimum 6 inch overlap, ct General: Q 1. Approval of this erosion control (ESC) plan does not constitute an approval ' and both ends securely fastened to the post. A 11 2e .+a "- - The filter fabric fence shall be installed to follow the contours, where ! AC _ - - of permanent road or drainage design (e.g. size and location of roads, pipes, BUILCING 'A' BUILDING B ,- -,-- r..__ - -- ,- F.F.E. 26'.j.00 F.F.E. = 260.00 ' T restrictors, charnels, retention facilities, utilities, etc.). feasible. Then fence posts shall be spaced a maximum of six feet apart and T �� T / ' / driven securely into the ground a inirii,nurn of 1$ inches. �' � �� The implementation of these ESC plans and the construction, maintenance, - z62.77 --- -- 259.77 I / ! ! i ,� C facilities is the res onsibility of 3. A trench shall be excavated, roughly 6 inches wide by 6 inches deep, AC 28 29.+0-� AC ,/" replacement, and upgrading of these ES P A / the applicant/contractor until all construction is completed and approved, and UPS lope and adjacent to the wood post to allow the tiller fabric to be boned. 262.2 - -- Ac 259.27 � Bury the bottom of the fabric 6" vertically below f rushed grade. All areas of A AC 9 I / , EXISTING // vegetation of landscaping is established. sw filter fabric trench shall be compacted. > - �.�/ BUILDING /�� , ;. he ESC facilities on this plan must be constructed in conjurn:tion with all clearing and grading activities, and in such a manner as to ensure that 4. The filter fabric shall be installed with stitched loops over fence posts. •fhe �._.. � ( ✓ � / / b g g fence post shall be constructed of 2" x 2" fir, pine, or steel. The fence post sediment laden -water does not enter the drainage system or violate must be a minimum of 48" long, The filter fabric shall not be stapled or applicable water standards. / II ESC facilities shown on thi.; plan are the minimum requirements for attached to existing trees. 4. The 5. Sediment fences shall be removed when they have served their useful Od �A 9.2s anticipated site conditions. During the construction period, these ESC �. AC facilities shall be upgraded as needed for unexpected storm events and to Pte, but not before the upstope area has been permanently stabilized. 261.2!Ml - I ensure that sediment laden water does not leave the site. 6. Sediment fences shall be inspected by applicant/contractor immediately after n sw each rainfall, and at least daily during prolonged rainfall. Any required LLL SW � /� %// 5. The ESC facilities shall be inspected daily by the applicant/contractor and maintained as necessary to ensure their continued functioning. Lotion croepairstmi 9�ha11 be made immediately. �o BIO-BAGS 6. The ESC facilities on inactive sites shall be inspected and maintained a � TYPICAL GRAVEL CONST. minimum of once a month, or within 24 hours foilowing a storm event. /EN TRANCE/ I _ / / -- 7. At no time shall more than one foot of sediment be allowed to accumulate 260.75 j� / 258.40 258 5 COTE: within a trapped catch basin. All catch basins and conveyance lines shall be L- 71 AC //// / AC SEDIMENT FENCE TO BE PLACED ALONG PROPERTY cleaned prior to paving. The cleaning operation shall not flush sediment X 2 2 76 ` I1. 280 5 AC'�/j // , Sw�o- ' z5s- LINE ON ALL SIDES EXCLUDING THE NORTH SIDE. laden water into the downstream system. wsw _.... _ `r�\ ---- J� __258 8. Stabilized construction entrances shall be installed at the beginning of AC - -' -- construction and maintained for t,ne duration of the project. Additional �.---2s?- measures may be required to ensure that all paved areas are kept clean for the 262- 2a2.n 61.5e i - VJ SAL2eo.3a z s9.2o :$9� // / z zz ;w7.07 57.19 f 256.77 ,256 25584. duration of the project. --- -- -- - _.- ./ gg - _ V d • • • • • • • • W • • ♦ %'i • •6w / • 7w • / �� MAY BE USED SKIRT TERM o . .�, °_'. _ M,,.�' • ° _ wl� � � 2; * _ ESTIMATED EARTHWORK QUANTITI��S yr UTILITY vORK AND vi O 61.57 Ze0.96 260.a 59.76 .925&0258•41 257 9 57 62 267.07 x56.59 w156 17 GL a X55.0+ h+AS1NG 0� DEVELDPIIIJT / s L6 GL a (EG TO SUBGRADE) Erosion Control: _ ^ ,^ PROTECT INLET - - l••�• V, 'n,TH WIRE MESH CUT 1,390 cu. ds. 1. A sediment fence;barrier must be constructed at the points where sediment o\ _ y _ will cross outsid: ® O BARRIER. SEE BIO-BAGS)` the construction area. The sediment tamer sh.nll be a DETAIL 3-7C. (TYPICAL) FILL 1,650 cu.yds. sediment fence. Nli.nimum locations of sediment barrier are noted on the. � � --�-- --- Erosion Control Plans. -- - • - NET 260 cu.yds. (FILL) 2. a- Li If more than one foot of sediment builds up behind the sediment barriers, the S• 1 n/. 681-H Q H n , /F ^ I U C contractor will be required to ;:lean out the sediment and keep the barrier in VV C) /-i V IV L goodre:pair. CATCH BASIN AREA DRAIN mounds opiles. es .ire created, sc,diment b•imers shall be placed around "TS �: the oun If dirt mounds or pin d 4. Areas of site to be landscaped must be seeded or covered with some ground protection cover prior to removal of the erosion control measures. Seeded I areas must have as a minimum, seed cued mulch at 2000 lbs/ac with bonding A FLOW agent. -.- 5. The implementation of these erosion/sedimentation control (ESC) plans and the construction, maintenance, replacement and upgrading of these ESC -- ------ ----- facilities, is the responsibility of the applicant/contractor until all construction is completed and approved, and permanent vegetation is established. PLAN -� - - 6. The ESC facilities shown on this plan must be constructed prior to all clearing M FILTER USE STITCHED LOOPS and grading activities, and in such a manner as to insure that sediment does { T FILTER FABRIC MATERIAL FABRIC OVER 2'x �" POSTS ab• VIDE ROLLS - not enter the drainage system or violate applicable water standards. •, FLOW MATERIAL -- Q D 7. The ESC facilities shown on this plan are the minimum requirements for 01 .anticipated site conditions. During the construction period, these ESC � ' facilities shall be upgraded as needed for unexpected storm events, or as - Z i ,� Z ti b directed by the inspector, to insure that sediment does not leave the site. . o • n �L- -- 8. The ESC facilities shall be inspected daily by the applicant/contractor grid SECTION A-A • .� maintained as necessary to insure their continued functioning. LU e m .�vnart«� _ DITCH INET o� U1 �'S" '''., :''`;•', • • . z 6'MAxIMUM SPACING 9. Stabilized construction entrances shall be installed at the beginning of - NT: .�� d -�- - . . , o construction and maintained ti)r the duration the project. Additional measures Blo"ter Bags � t%. r rn t>�Kt•A��r,..�WAVS e t clean for the duration of TECHNICAL GIJIDANCE HANDBOOK Temporary ti t A r D omit / p n E R O N T VIEW SIDE VIEW may be required to insure that all paved areas are kept Do tall Drawing 3-7DISMITIL& - w _ r f t� NTs NTs the project. ,.,itni .it,ta.wr�ctt R.v.o uts-ai nui_N 10. All Fcoject.� with exposed ground surfaces anticipated between October 1 and A nil 30 mwst apply seedin' mulching or other type of cover, immediately �. �- ..»«►a.,..�.»..w. tea ttttltR=lA7K P PP . 6/ i-ANGLE BOTH ENDS OF FILTER FABRIC after ground surfaces are exposed from gradingicleaaing operations. ��1) PROrE.P DATE Cr FENCE TO ASSURE SOIL IS TRAPPED jf � Bawc& von 6-29.91 ��1 /•�N,G IN F.� �!`�� 01/15/99 L BURY BOTTv1 OF FILTER FABRIC •' W 12,8 v �s NOTED Q, TT---_ Y 11]V rlNlstEa cAADE r � m r0 �/ 2. FENCE FIR, FINE STEEL o INTERLOCKED ` :y IL C''4M O tv 3. STITCHED UXFS TO BE INSTALLED .� ORE ,N \ ru 2'x 2' POSTS DOVNI°Li. TIDE !f fL0►E 7 ,� 11111'1111-1101131/ AND ATTACH -- P6 9 7-038 I 1!P % I L W , IRENC►l All AREAS Or rata FABRIC � 14, C _ _ _-- ---- - L �N Construction Nis S 1. SHEETIll lI'1)l)-00040 Grovel � v►-• w.r, /CT) 12550/12600 SW 68TH TECHNICAL GUIDANCE HANDBOnKInlet Mrrw ECHNICAL GUIDANCE HANDBOOK Entrant• �B.1M Brenq7J'C _ `-pAM� D, A 3-1A LL , { ; v I'(i 19 01'2.3 u C3 o' 5 SHEETS w II" Ihis 11ofice .111IIc:1rs cic:lrer Ih;1n the JUN 0 2 2000 docunlcnt, the Iluculnenl is of n1ar;;ins11 1Iu:11it�• Illll'f(lllllll�"I i {I� Ijljljl I { !j ! j !� Ijljl i' Ijljljl� ljl�I ! ljll {if! j !j!Lit �!I!jljljliijljlil� 'ijliliillj Iliji { II! ; j j ! li ! j j i j i j j II I Ijlll' ;�IjiIIjl ! j !j!II{Ijl � iili � + {+ ! I! Ii I ! , INCH I MAbE IN CHINA �! L -- _ - I�-- 4 I t t tt i T��"ii i- i f t� �1 11 iT 3i I 1111111 I{1111111 jllltllllllllll!iill{Illillll jiillll 11111! •i;;!;; II II I I I I II iI'I Ilei 1 i' '!il iii I" 'i1ntl lit I! 11 }n t tin n tlttll ntlnt II}}Int 1lttntlttttllnl! ttt n 1 (n t UL II1ljlllltlll j tnt.11 II t ! !! ,,, Il... .,11!11 {!!1lLi..Ijl f,!Il,i,illllil..jllllll,.t ill,. .IjIILI,III,..it•I..hllill,,.,,llll.,.l,.111,.1 „{III, II11�iUnililji } Ill,(: ,ttl►Il�ttt...Illjltttt tll� ,, :,tltntttt tttt (L .j. li lllltttl ll. _y.;.LI J w:. REti/ISIOdS By _ GRAPHIC SCALE= ✓ ' / r 20 0 10 20 40 !cr IN FEET I I I X257 1 Inch = 20 ft. 256-------- � - -254 I ATTENTION: Oregon law requires you to follow the rules 1 _._J J' �253--- adopted by the Oregon Utility Notification Center. CV - --- ——� --- —--- I ( o� � _ _-_ � _— _�Y _ I l gym- __� Those rules are set forth In OAR-952-001 -0010 through I OAR- 952-001 -0093. You may obtain copies of 'he STA: 1+21.72 - I rules by calling the center. (Note: the number for the. LO regon Utility Notification Center is (503) 232- 1987). C / � / N •-- --- I i /,•� EXISTING I U ----------- --•-- --- -- ( _--- � � I BUILDING 0 I �-STA: 0+9p.00 Q ARCHITECTURAL-N, BLOCK WALL \ - -- - _ / ---- -- i \ ( - ARCHITECTURAL ARCHITECTURAL -_ i BLOCK WALL I• 0` 3LOCK WALL \�\ \ - / - --- 'SEE NORTH (SEE SOUTH\ — - - -- \ I l WALL PROFILE) ' WALL PROFILE) � _7 _- � ( � \ _ .7 1 I o �_ _ ----- J� \ --- I L -STA: 1+4500 _ _ _ _ � v BUILDING 'A' z ,t.. BUILDING 'B' STA: 1+92.'75 - - STA. 1+13.01 F.F.E. = 263.00 I F.F.E. 260.00 �+ '' - STA: 2+00.00---" rr EXISTING / Q BUILDING I I — I I / - - --- 10.00' / I PROPOSED-," PROPERTY ___ / - I BUILDING y .4 1 LINE ' -- � . � �� -258--`� ( nn VJ F. _. _ . _ ._._ ..�. ._._._._ . _._ _ _ .�. - .�. �' tiEIII _ EX. GROUND • --- - -- X56 SECTION A-- A p NTS a6� 1010 -0 S. W. 68TH AVENUE 0 M O O 268 .__ ____. _ .. a o 0 J Ip cV_�tp o ata I` a t0 0 O < t0 + t+- If Q t0 O O O �O 03C�v1 ~ mN IOnfO- w r O 3N "a O w O11 NO O OJ °i a°o a� <CL o Q 3N o0n � � o > n 14 3N Ln3N oIIM00htJ 03N 4 -WJt > 0 J > a- < nII 3ot�1 260 A a � 03N O + u i0On NUj Ln U W �3N + pSTA 0 + oO� � N 00 11 O vt w TOP OF In > > o+ `� w �- ELEV > 365.50�}-1•-;c> �? N 0 � �o W - STA D+80_ } / + y t� 264N�++ --TOP OF WAL_-- 41 -'". 64y Q AEI r.J^\ >� r") ---v t. ST + _ .; ,ST�_1+45 ' ELl;V 265.00 �, � `� H OP OF WALL TOP OF WAl`! +10 0 ELEV - 264 00 >'TOP OF WALL _�. w >,' IJP 0 WALL ELCV 25EL00 r� E!.EV .• 258.00 . r- �. } ± r -t_ �. FQ'-O,BOTTOM�OF_MU!►L < o ELEV 264.5 �. ,��j'S� Fi FG O TOP OF WALL y. A 1+9a �- >-( I �' ' >- L. _" ` ;• r % \ -� f'-( '_1` ` r -1---BOTTOMso OF BLOCK WALL------4 ALL 7A 1+ '-� �� "` `-� "" \ � ` '-' - , ELEV = 262.50 - - a M W -. -1 i:•.�.r-:- .-. 0 F6 WALL 256 w cdv 3 t0 .00J Firy M 9nn rM i `15n STA 1x00 0+ � Z 30 AI ; o nn LFV C+4II t` in a U - < LO SON 3Lo J ; to R O�1 tiOJ + II Qw � QO QO wI OWif N �+ (nQIW � > (0QN 3n 30 CON O > -.--- T_ _ �._.__f�--._.__.. —.___._.— —_ —_- N LD w FO p O N cV O N 0 n U1 m W trr, I Q ~ w + g II + � a � w Q� Ln (n Mai - o > Oe ; �;mW •O ►- F0 J Q -i �►' NmW toLMW M I 252 � tL I V i PDATE �oF 31:m ��ANG IN �,�s f 01/15/99 PA Ft,M Fi t;•v �. __. _..._ _ - - - ---- - u 12 821 �i scE r --- - ----_..__t.. ......_- - -...._.-_._.. _.._ - , 1 .___. I• t W NOTED CT) 2,56 00 � � � � �� NORTH WAL�.� I r , I �.�,' ; ,'- I �►+N GAM I , I 1 SOUTH WALL ca!-I I RT 11" z{, I SCAL_I HORZ. 1" = 20' �yP,6 � � '� 97-038 VIEVERT 1" 2' v`, qS1 S1SJ� SHEET - -- _i Isulr��,-uuu tt► 0+00 1; 1)O 2-+00 1+o0 0+00 'r IMP 99-00040 C4 12550/12600 SW 681ll OF 5 n. 116 20 t►I.23 u.r II. Olis 11olice ;Ippears cleaver Illan IIIc JUN 0 1 2000 a ' dOcunll•nl. the dou,lltlelll is of ln;,, �!I11:11 111111111 . 1111C1111 11111Cd lilll� llllillllil �l �! i I�III� I lII�I I Iltllii ' 11 ►111111 I (, I I li iif li 1i11i1 it ! . I{ it Ilii i l I i III III I ;I i i II 1 I' I l i II 1 i liiiil Illi lil I lIII iiilt r ir ,1,1 INCH ( lMAOQ IN CHINA L 3— e 8 1 I I `17 Is .� II 1 III II 111111 I 1111 I Ilii I rill 1 I H ililrl illill 'ii11 Ii�1 iili Iii { Hili ,�u r I i'I ri1 I {' H H II u I i III I 't:' t' 1 flit I 111111 n11 , n 111 1 1111 Ili 111 ,n II 1 ,'.• Illllllillll�lllllll •.,II. II„,..,,Il,ill,,.,ll,I,•. ,.�II.....Ili......111..,•..11lll....i,.,al...•!II i,•.,Il.f....,.lil.. .illil.l.l,i•..flllt.Ilii.11.....lil.....lllll1.}•..IIl1.111!lll.,lll,llli;.11111,,:,,IIIIJII.1..•II{lllllll,lllr.• ,.l�.r1111lIIIr�Ir1111I�Ir1111111111r1111• ,.�t:;. Ilt�•% _ - - --� REVISIONS BY UNOMIZUNTAL) VOLUME Gi THRUST ILGCK 0' H1N ro, A Aw .A !• .An• ,D 1.°u n..lwl. CAST ALUMINUM TOP BEARING AREA OF THRUST BLOCKS IN SO. FT. IN CU YDS (VERTICAL) MAx, SIDEWALK ADJACENT TO CURB _ ��-- """'`°" onRacc S,A.AfAIpIma {IA14AaS1 ,RIM,AAPaO D ��,,^'.101,. _•- p�S ED NAITrvE _ CLASS w�RWAL ,L,AAaA u.w wnlnw afvax AND COVER WITH *WATER• \,_// Illll►Ki TEE 90' BEND i 4S' 22 1/2• 11 1,,4, (TTI tlENL ANGLE VALVE RISER MATERLAL AS r',wiI T 1►rA• "_'•/ �7� ,' --------- ---- ------ f.A.Ia GQA%m Q, TEN -------------.----------11 SIZE I j SEND BEND BEND SIZE __ COIE►LEtE sf EafIED I i CAST IN TOP SURFACE -- 4S' 22.1• 11.20• j 1 � f, PAVEMENT r SIDEVALK i 4 j 1.3 1.8 1.0 1.0 1.0 1 1.1 01 0.2 IN, MIN "--]• MWCAAt FLANGE NAND TAMP BACKF ILL 6 2.8 1-0 2-27--l-1--10-. 6 27 1.0 0.4 -1• MAX.x / I flow T - - - - - - it AROUND TOP SECnON 6 S0 7.1 3.8 2.0 1.0 8 1.0 1.3 0.6 Q ,_.. 6' MIN 12 11.3 16.0 8 7 4 4 2.2 lF 8.S 3.2 1.3 "' :J � _ _1 1 Z' MAX ! 0 f Is ;,. 16 20.1 284 15.4 7.8 3.9 16 11,8 5.b 2.3 \,,►�' fl � '. Ml w �` yFill MO".CWA OM& 1..,u ~� r0 31.1 44 1 - .p - 12 3 6.2 - 3 ( _ • __y_Ai , / 'a Fill r•awLA1m a.¢cAL.A,ABD `• m cas.cra to r, , 1 IIRAIN ROOK PaKET _I ort.D+c r.10 .1.M(N 1 /F ,•,wi, i w10•A swt F ♦ CLL FT, Mitt I Yw WADu,rwi1AI ,o r I oF••AAaN,cO.ac,XP {AarL.K COI,ACt Loth Tat r•ill A * CAST ALUMINUM rte - 2/ 45.2 640 34.6 177 8.9 1 I I y BOTTOM SECTION - vALui "Ko a BB[Pw WATER " - -- :_.wD.aP I- ►-r ry� i 6' DUCTILE IRON PIPE NCULWA AND nu PV [OIL KARL( •+- '. 'a; ( !•nw1AI{,v,Lm.AIA, ------ ------------� ------------------ CAPAurY F PUN (AOT" rmm EC4Aj T° PLAN OPERAIOR EXILNSIJN `{' IEGALIIG RETAINER - •r500(E / $CAA/ PAVt.[M I1 (SEE DETAIL No S) GLAND EE IAA IRON) �•,--- _ /J10%IC, D■ ,- - V aw.0..A '� 6• GOT[ ALVC I Y.wil { ru ___--------- -_-----••-------- rrf.AAc.,®al.n_cr....an .h L C1.01i TC PICK Fill a M1 _ �� _ _. _ vrol rwsACAAaPPc Pw�.c1 /� I L BLOCx - L _yt / 1 I no[f s.aa.A°.o{.!• r J N- 1 Allu " T fL4 TEE--' CLASS 'Cr b. / -- OF l FIAW 100 waVil cr w'��ol 1 -- ------- SCC NOT[ FID. 1 COMV4;tED i:NANUTAN „ 1. r ---- .-� 4. TMMEAT BLOCKBALXf41_ AS SPECIFIED I --- -----�' --'--'tn A nrr/rRnwarr► 11 1 � L,••, �T I n � u, I1 r rfrw 1A,••u•uu -._. .� � �.Urers,rAr+• r'wr- rr•..=-r p u SIDEWALK WITH PLANTER u �•, 4/AAalw{„•rA,.c f 1 [} I BEND TEE VEkTICAL BEND S M1!'N1-� -_'` �� "l" `t I ` 1 Tall OQQ .wN 1 I i� L ,,TRIP AT CURB Ip4, �� 1.o •--� i � / 11 � {1..a oao .ra FISIZE IG SIZE r ® 1 _ MBElIKN O V� 30- VST - PCDc., I t -- SIEEVALI( 1-�; M OtEAIf FL.Ahl ^_-NOTES: co..m ,v rG 11, 3 C I {a111N 1 _ owDill 11'-16' BB 36' i" Mo ar"gappP.D al r I 01111 1alm r r F-il il/ w.c*o'oo"Kf"i P O 1') VALVE BOX NOT TO REST -� __ L .1 _ J L . � �. rr_P _ __ __ _� � r stadrAfaaa ON OPERATING ASSEMBLY IF �w III NOTES( . - ^» tir CLASS "� �'� � -- --- - a',wil 2) OPERATOR EXTENSION ITT - COMPACTED GRANULAR •MSIw wl w REQUIRED WHEN VALVE NUT >•�):� 1) CONCRETE BLOCIIING TO K PbJRED ACAINIST 1-- BACKFILL AS SPECIFIED on.c.c,D,V-"RNCI win ( � S DEEPEN THAN 3 FEET UNDISTURKD EARTH 4 FT (REF) FOR THE TOP 12 INCHES ELEVATION PIr wtv,u,IOMF IF *MANUFACTURED BY: FROM FINISHED GRADE r) ALL CONCRETE TO K CLASS 3000 FIRE LINE DOUBLE CHECK DETECTOR METER BOF EQUIPMENT - NOTES: 3) CENTER VALVE BOX ON ]) tN•,TALL 12 MI. 'OTK TMUCXNCIS P(l T(T I[IE SHEET •:"':.'. I, UTILITY VAULT OR •EQUAL AAS OF OPER. NUT VALVE Box COVER NO VBC STRADDLE BLOCK AROUND rITTINL SECURE $MEET ENDS TO PREVENT f---1 811.10 DOOR 1 ALL MATERIALS SMA_. BL As NAMED IN'1LTRATION O DIRT KTVEEM SMELT AND PIPC .. a SIZE Ill F u C VA F.0 C CIR •EQUAL 00 (QUAL SUBMIT ALTERNATES FDR VALVE BOX TOP N0. VBT 18' SEE DCTAlI, No 200 FITTING PRIOR To POURING TMMUST BLD"ING NOTES, _ ELEVATION ♦) PROVIDE 2/' SQUARE 8r ♦' THICK �10 ♦ 676-WA APPROVAL , CONCRETE PAD AROUND VALVE VALVE BOX BOTTOM NO. VB8 1. FOR CONNECTION TO EXISTIll MAINS USE TAPPING SLEEVE ( 577-WA J-SAL MLL,wi M00♦0 cr.n ro aA+PIA/ ♦> PROTECT IECMAMICAL AIM( FOLLOWERS AND 1101 TS FOR SIZE O• SIZE USE A ICJ. TAPPING SLEEVE V 6 6B>-WA ap1A"M."will.ROI CARL& W& `✓ 676-WA J-SA r. DOWN Mil O C. will a,rp,T BOX OUTSIDE of PAVED AREAS FROMMXY CONCRETE WITH IN TCIE N13T r o 3 AND B 5106-LA 667-wA JD-3AL .OTO MyogovA Lx 11 �'"R wi.rL RC a01°vNu wianur t 0 51(Y.)-LA 31 p6-L A JO-3AL Nr.Asola T�{IaDM1Ir Mwrt M•Olr lEK S � MNG S Mw Z NO OBSTRUCTIONS WITHIN 2 r FI HYDRANT 5) VALVE BOF COVER SHALL G A06NWT L"9-oTA-oP%DAto tw.. MINIMUM OF ♦ 1/2' IN LENGTH -- SUMP PUMP INSTALLATION 'DETAIL No � i DETAIL No - DETAIL No DETAIL N° DETAIL No. ML TYPICAL GATE VALVE TAIL "° �'.�r THRUST BLOCKING FIRE HYDRANT A�� ( �ENCH BACKFILL DOUBLE CHECK- ALTEkNAT1VE 1 INSTALLATION O (/� TualatlaValleyWaterDiminct SETTING DETAIL--�(� �Tu�1a4nVallellfaterDlstnct DETAILS 20 TualatlnYELUa�VatsrDiBtriet STANDARD INSTALLATION �O� ` TualatlnYaUe VaterDiitrict ABOVE THE PIPE ZONE 10 CTualaunVallilValerDistrict DETECTOR ASSEMBLY BF ZOO TualaflnValle ■aterDittriet _ 11 o o _� "OTE _��`.1(,i,• STEPS Wait K Tlal All rIRKr �� r 1 !4 0 AI f TEESSET FOR vI�iTANDINBLSO PMLING OUT.l THIl ASTIR C) \ I \ 1 -__- ---- SERVICE LATERAL PIPE CJ -�\ SIZE Ai SPECIFIED Nom ' a• mi � , ,.,aDFO 11n+If101.5rwi!•100,o /-`.{ ,ao. Da ,cP*w•a a \� •s s- 0 0 O `J O O I O I i - •r r•o ORA a•+Awwi CAR"aArl ---T � PLANT F 40ICATED TEL FITTING 1 � • ��-1/ , //// I..PaNO nsw■n ,D•awil 1-__ -M-_ � / or. STORM 1B• AND SMALLER MA(X d VIVA LO,♦)1 IMM l"AS OWM F cowalm OF All"'Al OF my PLAN I'�------T�-7-;�- L•w•.w�• � O 0 O 11.1.0 TAP oM EXIs•IMG [TWn BACRFI.L 2.A ` '1-- ATO "Ev STORM LARGER THAN ,e•. • AYi.K�r•a a wifr•rA NRMwio f .. , -'-( AGAINST PLUG TO l ) I u Iti- •r "r I BLOWOFF [ EWE 1� _ o PLAN 2i IN C \J ------•----------- • - BLOWOTRENCM aaCSECUR 1 I m • ' �, I PL ACL WI IH PLAN „• , 1 ;r( -- e I �- 6704" MAIN 1 TOP of 21• TO �---------------- �, T COPOLYMER POLYPROPYLENE PLASTIC r . ' STORM OR L,TERAL -K �J Ir t a o a{a f 8000 CA to.SAM ..O,�f If•111MA1.1 �„ 0-1 ~1 - ra.u.ravrYm ...usroPAIMTEO uMtrE tt•tr.Aorin . 1/2' ,+•GE 60 mf!NFORIIII" • LCA[ 12' ABOVE SURFACE AI I Ln •ADLP •� AE"GvABLE WATERTIGHT CAc o I ,• 1 "� SURFACE [XT[AIG AT 11 "•-�.1 ,. L' \ :-.i 1 1 i OF OL'C TILE IRON �__ tl w 1I • j --1- )-7:B• AOR MINIMUM S.oPL MOR ` 11 widwr7l MIL Viv- n n «N y+N. 2 rr L 6• PIPE 0.0,0. MOR 1 PLASTIC Sol STEP r, l 1 SLD•01001 rArd pLAr Io p,A,,,p,l a - �, •6 6• K- Y A• PIPC 0.021. t tlr 7,.IOAA Po r•n.oa,IwD001 IL1"dIT •{ A. " -%E TO MM WALL WIT" I , - L +' M ' --- naMo•or vWlr -ESS STEELeANU'S - - ,' / WTWC BtAU LETTERS MARMERI TAPE ��' SERVICE CC.a.EC'I]1. t • VICE Al 11 \ 7' 1' (STOP" SEVER BURIED BELOW 86 )1c• GALVANt2C0 RAR .LL� /• F + -- :~_. A TO BE DETERMINED E• I• t PLUG I` 1 OF OUTLET PIPE MATERIALS: • '• �• ,. PIPE 60' O l• ••N . r. K,uMXI w.r r ITA Lnclwi,X w la % "` ;.•; PIPE MH Oil TO 8E CE i:GNED•• GALVANIZED: Au Ana"(WAP ur M e4e. -'----- _ MA. :UMP DEPTH S' 46 1314• DIA.1 GALVANIZED DEFORMED REINFORCING BAR. I a• _.__� HP t c^.NAT FLOW ft RP 0 CAR.MASON OUR I/r @RAW Aaw, REINFORCING BAR CONFORMING WITH ALTA A-61S GRACE .0. . )` � SIDE VIEW FRONT VIEW I ;,,, �.- - 6ALrAh1iED CONFORMING V1 TM ASTM A•12]• ° INofr{ ,• I PLASTIC: ' 7' •; ° •,s• •y1 --7�t• O PIPE ZONE MATERIAL war •�• b j-= AS SPECIFICD j'o - ELEVATION MUST CONFORM WITH ASTM C-06, f• NOTES, �` nv;TP' •;: L;T" L 2rcwm Pow am b W ••• ,~*IN�,tl%"an LAow1r1.ALLAir �a{er"n SUMP VOLUME REQ,-IREMENTS STEEL REINFORCING BAR MINIMUM 1/2' GRADE 60. L rAw/ACTfsA ylfr will avlof* D,�,,,A,a,wi,Au{, �will ^ I• SUBURBAN TIRE NOT FOR USE IN TRAFFIC AREAS OF COLLECTORS T .~L"ORN Pim NI{D,AAa[FMK MAfi A"Au.Llar pg7aOL N Waun w11Ar SECTION ON A-A - SINGLE FAMILY RESIDENT{AL 3.6 CF/ACRE MEETING REQUIREMENTS OF ASTM A61S ENCAPSULATED 6[01:1»6 .•AA yC_. • AND ARTERIAL STREETS. ELEVATION MULTI FAMILY RES IDE.!IAL 22.0 CF/ACRE WITH INFECTION MOLDED COPOLYMER PQLrPROPrLQNE 2. COVER AND FRAME SMALL BE GRAY CAST IRON ASTM A-LB CLASS 30. DMAIa �wi�auT I aNaW+I COMMERCIAL/INDUSTRIAL Oil CF/ACRE WITH SERRATED SURFACES. --- ��" Pwiwi,A �c•FDp GALVA4I2E0 STEP ]. COVER AND FRAME TO BE MACHINED TOA TRUE BEAITING ALL AROUND. v 4 c. NOTCH LID FOR LIFTING 410011. PUMP INSTALLATION TDETAAL No. VAULT LADDER DETAtI No --- " ' �^ � UfA - i SUBURBAN AND STANDARD ALIERNAnvE 2 M�.20 Tuala�f.inValle IlaterDistrict INSTALLATION DETAIL � 4200 (NATER QUALITY :.. unified Uff; �-- unified � unified unified � e Lam_TUaIa 11 Yalle ■der District , _ �- MANHOLE S T E P 9 sewerage sewerage SERVICE LATERAL sewerage --_ sewers e MANHOLE FRAME AND COVEP, u " I Uff;MANHOLE 9 yDRAWING NO. 120-ST J DRAVING N0. 290-ST agency a enc agency 4 agency DRAWING N0. 100-ST DRAINING NO. 110-ST - - • 1a.,.,11PAYlM.IY .• r - __. ..-__--___-_._.._-. (IAA wiW1,W1 R) aW1Y r•IAI Vi4wiwi -------_-_ 14 DM,,.,M.•t 0•ulr w�rA, -__.-_.-. �.__.�._...-�...-_ '111 IL! OIAI..J13- SQUARE ,•)P„ IL d A.I IIW 1C.r17S' ..0' 11?! NOTE( � � I I I ___-_ J. , �..• SQUARE � CLEANOUT INSTALLATIONS ARE • I. LIMITED TC EASEMENT AREAS -T 6 OR MAY BE ALCOVED ON A 3. PVC HUB (ASTM 303E SOR 351 - A B p D B TEMPORARY BASIS IN t STRAP RETAINER DRIVE INTO CENTER OF RUBBER IIT / A RIO.?-OF-WAYS. SLEEVE AFTER SLEEVE IS PLACED PVC SADDLE (TEE( NoN-[•IR14k GROUT RIDGES �- A . 'L JA'•:•M, •u. A. - > . I I� 1 -- _ -- - - (]OP 4 O SIANGARD CAST 1404 IN HOLE. )° rAAK A•,1. `L S �.. . TSRH- FAAME AIO COVER 1 Q O CIU❑ E7 •[• CAAvl.4 Tao-tA / WAO�EApD�AIMOLL Ear MLu w . ?_ - RUBBERGASKET - _ R R T _J*I 1 I OLID --- _ i I SECTION r+ A E HALF OF RUBBER SLEEVE TO - - ----- ----.•- • ;. c• MIN 2 STAINLESS STEEL RANO 19/16' SERIES 3001 •:= " """� SECURES UPPER R H h- -7� Ir l •�F j r1NIS" GRADE r� I PVC NUB. 1, 1 -,. �.-----TO•� I ii6•� AD.<f1V[ .�:.• VATERTI Wt PIPE PLW - -_ -- WITH ftOPS .'LAN P [r, -----1._I ��_�'.-�-I M,A• .,ti• { LAN I r 16• Sf_CT I ON BIB PRovIDE ).c•-o FDI: A t, COMPLETE RUBBER SLEEVE (ASTM C-443) CLEAN of 6' AROUft INCLUDES A MOLDED SEGMENT THAT HOLDS `RAl AND covER • ' - I T IN PLACE. p I S ANDARC CAST 404 .l 1•.•-•�--18 ► R AWING IiG•SA vlr• ._ .___................./ ----j' A I. 1 ��._� __ - SECTION A-A \ 1 rr Me� 3 ^ t I-- SEWER PIPE STAINLESS STEEL STRAP � T _ � SECT ION B-B -� , , A..EN HEAD BOLTS \ I JJII I 'LWT$ RECESED 1 „ •t.• .'.- ' S 'JJ.L V A � � • _ I ! " _•_, I � :i1 � tavC SA05,z ,-• BE A5'M 3.^.3A SDR35 A • • - L I 1 • S IX�,r j "K•'ti::� -' ��K,::;..; • CONCRETE PIPE OR 12364-MP,� ti LL BEAlc WITH CELL .A55 OF '2.Sc-B:C 1 twit (Al BAR L I �: C CO J'... 7 A A. M 1? i 1 C �,...� 6. 2 J' S•j�,,, 16. 2 •) r6• 6•r..�� w I ••' \ ' i' ALL ELAS'OMERIC SEALS (RUBBER GASME 51 SHA N { II I •:" • STAINLESS STEEL BANDS SNA T L� BE AS'M Fc77T I I , D LL BE 30C SERIES, ULL 9/16" WIDTH BAND, SECTION A-A SECTION 8-B I { I I , NOTES: I I j I I I III li i r N• •`• -y t• A CARBON STEEL. j•;;;•�,_. , 5/t6' SHOULDERED HEX HE AO. SCOTT n •. ED SCREW ANO IS CADM1L1r' a_ATEL„ OI!CH INLET CONSTRUCTION IN ACCORDANCE WITH ASTM C-LTB = / CONCR:TF ErICAED Bon OM or WYE INSERTION HOLE SHALL BE CORE DRILLED. t° :I - )F 3/,l COM►ACTEO BASE MATERIA(. 2 ,,2'_)'B' �) 7 .•-0•� FOR PLASTIC PIPE �A•-O N SG. EDGE FLAT BAP _-� `)• C. C.DI'CH :AEET STRUCTURES FOR PIPE SITES 21.. OR LARGER TO BE PRIOR APPROVED NOTE: A11 UNSERTA-IFSH(u.L_BE MACHINE�R111ED. PRECAST : MINIMM VALE TH1CXNE:SS TO BE S• PLAN DETAIL USE ONLY ON CONCRETE OR DUCTILE IRON PIPE. Z REINFORCEMENT TO K REBAR MEETING ASTM A61S GRADE 6C OR WELDED TIRE MEETING ASTM AA37 '�'•1' NOTE: CONCR(r[ ENCASE ENTIRE VIE SCTICPI AND .5' KAO IF CONCRETE PI", 0 rGA•E AND GRATE TO BE FLA' t1AR STEEL OF ADPROvE[ _ _ _ .. _ ___ __ _ `j. -- -- _ DITCH INLET unified CLEANOUT FRAME unified - - unified unified PVC GASKET . unified z `8 DITCH 1 N L E t unified seven gage .E sewerage STANDARD CLEAN O U T u �.11 sewerage I N S E R T A- TEE UfA sewerage E. sewerage W co sewerage FRAME AND GRATE LIP agency AND COVERU agency agency agency SADDLE agency 0 J will' NG NC. 300-ST AREA DRAIN TYPE 11 UfA� agency pRAVING N0. 280.57 DRnUING NO. 770 ST _� DRAWING N0. 310-Si ., .0 y DRAv 1 NG N0. 260-ST .-.--_-�_-_ _.- - --- -------- - DRAWING I,►r r.,,r r1r1 � I I i.l !+•• 1'tP• f: '.II., . 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