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16105 SW PACIFIC HIGHWAY-5 .�. a CONSTRUCTION PLANS 7 for t 72 UNIT MOTEL ,N k a T'7 a . W PACIFIC HIGHWAY AT S . W . DURHAM ROAD KING CITY , OREGON { e. F V 7 Sw l � c SITED 23-•78 v� R��A 4 ROAD ,--'_�-- C17Y OF TIGARO ....... .Approve [ Conditionally ditionally Approved................... . .. .[ 1� �% 23-74 For only the work as describes 23-86 ,/ ,/ DRAWING INDEX PERrJ11Y NO. Folc.�- �" [ ); t See Letter to: { , Attach..•. 1 COVER SHEET bl �c - .lob Address' Date:?z��`-`�' 0 2 SITE PLAN By 3 SANITARY SEWER PLAN AND PROFILE �jki NORTH 4 STORM SEWER PIAN AND PROFILE 5 DETAILS VICINITY MAP NTS 6 DETAILS PR�FE 14,494 ` ,,,fir•-- C�''�f�uOIV A OWNER : SUPER ONE , INC . ENGINEER : TRT ENGINEERING , INC . LOCATION : NE 1 /4 OF THE NW 1 /4 OF SECTION 15 , COUNTY CASE FILE= MEC97 - 0434' -, t"` b/�algr 10950 S . W. FIFTH , SUI'T'E 150 26 -36 S . E. MARKET T. 2S , R . 1 W, W. M . SITE AREA= 61 , 944 S ,., FT DRAWING N0, HAVERTON , OREGON 97005 PORTLAND , OREGON 97214 CITY OF KING CITY, WASHINGTON COUNTY, OREGON TOTAL NEW lMPE RVIOUS AREA= 52 , 32. 1 SQ FT (�03) 643 - 5721 (50.-x) 235 -- 7592 TAX LOT #251 15 BA, 600 BUILDING AREA- 15 , 808 SQ FT FAX (503) 643 - 5976 FAX (503) 235 --- 7593 ' PROJECT NO. SOKGOI SIT97-0041 16105 SW Pacific Hwy I o1'29 t 1F I1T� DOCUMENT IS LESS TTl�llf 111 IIII III III IIIA I Illli.�l.II111 I III III 1111TJI 11lIIIII1ll11 I lllll�l lllllll ; 11 1111111111 VIII ' Ill1111 1111111 111111 1�1�1 T Tjii111 III 1lllLRG1BLI; 'THAN i'H1S NOTATION, �.---- - - -- --- - - 1 - -- II— � .�__..I T __� ._.. .-_�---I ��--I— --- �-. I Jill . --m�0 i 1 1.' --I L� q IT IS DUE TO THE QUALITY Of -` -� " �� No 36 THE ORIGINAL DOCUMENT. ---- ---- -- -- - - — -� E f3Z 8T L7 8L Z ib7 >�f G tZ OZ 8t Bt Gt 8t 9T �'t SIT ZT ! TT i 6 1I► llllll���II�II�I�I�11��Ilil�lT�������llllll�ll�lll�l�llll��l��l����� ����I��IIIIIIi�llll �llill�llll��I����i���� ����II�I������IIII����T'll��lll� �III�III� VIII 114J11 II�IIII �i1�111�11111111�II1 illl►�1 I111I1I�IIII R' RETAINING WALL f- _ _____RETAINING WALL T - RETAINING WALL - _ 261.2' - -- - - TOP ELEV.=189.0 -� - HYDRANT ASSEMBLY (SEE DETAILS TOP trLEV:a188.5 _ AC Er�4"+ TOP .=187.5 72.0'- -- - r C TRUCT 5'X 10' AC RAMP j , _ ,�Nt�9'SiJ , _ - _ -- ..��� _ .�......_.,. � _ MATCH TO EXISTING STREET ELEVATION$ .- R7 7 T ' a RIM_18�.8 . t8c o �_ _ -... • ..,�. / ST-SM - CONSTRUCT TYPE 3 BARRICADE ; :) I E,aa 185.1 CO �" . .:_y __.__ . . _ _ ii: RIM=188.2 i 97`�10" PV I.E.IN-184.1 .,, �� - CONNECT TO \ - - _ ` ,.E,UuT=183.9 CB-2 --� - PAVEM r, 87.L I �. - - ` r 1� ,e EXISTING MAIN / RIM= 186.3_ -` �� 2 Q! r r N 1.E.=183.6 / �ST 4, rA L c- 4� v l -ROOF. DRAIN - •. HYDFZ/NT ASSEMBLY � � a � � �,. }�1 K t= L.A N� / Sk�E N07E) (SEE DETAIL) cl, m o ` �:`,��`, ' \ `� '� `, �� -EXT "'ASPHALT PATCH TO EDGE OF SIDEWALK 00 cle) rn \\ 1\\ ', ,`.\ \ ` ''\, '�'``�� \\\`\ \ LUU -� �>, ADZ SIDE4iALK, FINISH 6" ABOVE EXISTING, _•- y 4 O CO ASPHALT CjRA.DE AND PROVIDE 2% Cr�OSs SLOPE t ary.7 1.1 "' , v 87.2 SAW CUT / I ; I I .,\ •� \ \�.� . ,� •\ .\ \ .\ 24.0'- --I - a5. -- �j REMOVE EXISTINGFRONTAGE ,1 I .� `. 14'--4 Q PVC Q� �, =" R r � `: AD EAST OF 10 BIKE PATH \\ \ / �; R SHAPE EMBANKMENT TO LATCH 0 20 40 I ! I I \ \� \ \ �''. \ \� \\ �' a r S=0.021 R7.4 Ca�� / SCA I j I \` �, \\\� \•` \�\ \� �\ •\� �7 r' y ' �y%� :r ,i XISTING HIGHWAY DITCH LE N FEET I I 88.2 \' ;�• \� \. \ \ , ~ \ voi r ST SEW MH-5 , a P� RIM=187.2 A_ A i `GA /� WFST EDGE I.E.IN W -1 T r ENTIO f'" •� '\ \�`\ I \ '\ \ \ •��. �, cn E.IN�N - 182.8 POND l �l j OF t Abr.hAEN> / -- i X J. IIr ` �, \ \\` `\ `, ,�\� *\�\\ `\�'\-` \�`. ,�`\\�\ I I.E.OUT E)=182.8 (SEE !� ;, , \� �� \\. ,, \ ''�� \`� \ \\ \ \ \ +> I.E.IN(S =183.0 DEfAI CONST r j / z I 1 ' CO . \`. . \`\ \. \ \ a 1 = �' R(1CT 5 CONCRETE SIDEWALK WITH o I Ic E.OUT S X18 8.0 j/ FINISHED GRADE 6 ABOVE_ ASPHALT (SEE NOT ♦ , • \ \h\ _�\ _ � , 1 in �-•- 16.0' IST SEW ASR -_ EXISTING SAN. SW. MF, o v� •� \ \ \'\ '\ I- RIM=18-7.204 3 / USA #13413 0�� o N I i ,? i I 1 ° ` .\,\� � \`�,°�`\\,`' �. \\\� `',`. I I.EJN N) - 94 p I + + I I : t _ ,,\ \ �� , ,\: �, \' �. I I =15Q _ _� 52 Y0 PVA SW. MH RIM=72., o z o o `\ \ ` .\ .� \�• \\� ,y E.IN�NE)-180.•3 S EX151 NG SAN. I I I ¢ ` \ \ \ \�� �`\. \ �,\ co I.E.C,UT(S)=180. I X98 t i- USA #13412 D4' i.E.W(E)=166.4 d Q I i ! N + \ �. �\ `\ \' ` \'�\`�\ ` ''•,� x •i 100, j ,rJ 1.E.OUT(W)=1 66 N muj 0� 1 '� c4.i --- \\ '� '�� ` Q I --- 232'-8" " l , " ` `�` FFE= 189. \ \ �\\,' 12' 16" Vc �r� f - �_.__.. __.__. 26 -6 PVC 49. -6 PV 59 -6 PV `� \ \� \ '` \\ ` \ \''�'\ S= .010, ,�• /� I S-O.U054 =0. 5=0.2 S' -'J \ , `\ Nr , •,`.`�\\ ' \ �'��\�\.�\` � �',�' .� . '• -„• ' / WA ER S(1PPLY A5 MBLY ?' � I DtrAIL) C) 15' EASEMENT ! � I � -777-­ CU ` \\ \ \ \\' � , \ \ ""' r--- -- '2\ ti \ '� \• \ ` C } I u n' 1 Hh Y-1 ' \\�•\\�\'``` ..`\\`\�'.�. ,�\`� � ��>,.. 6 D > C N ECS TO SANITARY SEWER \�\ t�TING MAIN �0 184 z (SEE PLAN r,,vl? PROFILE G►'.AWING ` 4 1 II \'\ ' ���`, \ ` ;`�` \ � \.�\� �•' ,�__ / 1 R \•\ ;,L 811471y_ x szzo ' s 1 16.0' `\ . '` \\ .� ', \\ \\ , " E FtVD ASPHALT ATCH^r '} ( ` \ C / �- O EDGE OF SIDEWA EXISTING Y � �\ �•. ``\ `, •�`'•\ ,\� I I E 5 NG H DRAN - I , ( \ -- o j ! I Q.• / ; ( \ \ �� \ `\ ``` \�� \\7 O % /,. 184.0 / J, EDGE ',v � \.``.� �I� ��' u `I ��1 ' J , 0F F�A'd f N� �\'. ..� �T5T SEW MH_3 e` O .n " IM=187.2 IN=179.0 -- % 1.E.0UT-1 .8� 7f: REGRADE DITCH TO '1 MATCH EXISTING I I I ! I f \\'•. ' \�-->�ti I olo p� / FLOWLINE AND 12" r� I 1 • I `� r- N CULVERT f } % � s- I CV h` I S 88.8 � .\,�'\ �\,,`t. ;�4 •�\'�-�.`a �� •, R$.•�.� 88.0 CO \ \` -- 24.0'•. �' 1 I Y 1 88.7 - 185'-4" PVC S--O.('15 / - J = iCB 3 ,�`---�- RIM-186.4 O J -r,• ,� �• � z1_ 1.E.=184.5 • I � ' '�• I I N � J'' `O �SAO, V k,• `'; ! ��' 4'- � ' GARBAGE - - 45.0' � 45. ST SEW MH-1 - ,. I / Q r�•,\ , 3` RIM=166.0 �i ,.o' -� ,,, - -�! 6 D.I�a. � � . , w x 82.4 k y i I.E.IN=161.6 ST SEW MH-2 I n9.0 ,� 26.0 / 82 0 1.E.OUT=161.4 RIM=184.0 ��-- n, I.E.IN=176.1 - �I� r 1 I.E.UUT-175.9 E I -1' - ! E . ,.TINS 0;TCr 53'-i0" PVC i -- ._ )8 '�4'S9'E F77=3 .00' / 4.5 FLOWUNE S=0.0151 -- --- ____ - 225 -8" _._ ra s- -- - PVC / }7. 4' -- - , :; . - E;?C:E:: (:!: ir!(ISTiNG/ o" S=0.0636 82.7 EME!`i'+' - - - ------ - HYDRANT ASSEMBLY ?ie'S ` J CONNECT TO -' N -' SEE DETAIL ' .� �iXI TING MAIN I.E.®OUTFALL=160.6 1 p ) _ -`�7/,, / �� _ / 8'x1 6' ROCK PROTECTION OUTFALL (SEE NOTE) 10' STORM SEWER EASEMENT o n 7 -�- �l CSF dpi E p/V'I j ( i / CONSTRUCT ADA RAMP ;� j -LEGEND 0 ,( '� �, / (SEE DETAiL) EDGE OF EXIS,fNG STORM SEWER cn �' "> � „ �' � ! r it 17 PROP DRAINAGE GREEK, E LFV.= 160.8± (SEE PLAN AND 12 C SS V CSF CULVERT i PROPOSED CATCH BASIN 1 NOTES PROFILE DRAWING) S89 4.4 58 E 185.4 f yl 75 19' 4,5�•\ 181-, �� � �' !'; �� �r t' � / L1 EXISTING MANHOLE 1. PROPERTY LINE LOCATIONS AND BEARINGS BASED ON DECEMBER 30, 1997 d PROPOSED PARTII1UN PLAT SURVEYED AND MONUMENTED BY CASWELI_/HERTEL SURVEYORS, INC. l/ y, O PROPOSED MANHOLE i 2. VERTICAL INFORMATION BASED ON MUNE 10, 1996 SURVEY BY 30-FT WIDE l / �1 // � It � oco PROPOSED CLEANOUT ACCESS EASEMENT LAYNE CASWELL SURVEYOR, INC. DATUM ELEVATION IS WASHINGTON COUNTY BENCH MARK � ' / �II a "''�'� 11 CONSTRUCT DRIV,1�WAl'\�� �_ G PROPOSED ROOF DRAIN BM�l561, ELEV.=190.99', LOCATED AT THE N.E. CORNER OF DURHAM RD AND PACIFIC HIGHWAY. QifICE 'EDGE OF EXISTING . . PR � iR3 l,��•'�'�NP11. � � / f (SEE DETAIL) ut �' . • • • 1.1 it 181 4 I PN'/EMGNT EXISTING SPOT ELEVATION 3 PROPOSED SPOT ELEVATIONS ARE AT TOP FACE OF CURB OR TOP OF PAVEMENT ,1 q�t;k ' �,IEY / UNLESS NOTED OTHERWISE. ELEVATIONS ARE ADJUSTED BY A FACTOR OF -100.0. " • • / '' ' PROPOSED SPOT ELEVATION p1GV� AFp a LUQ ,'�F'FRC)VCD �A�O� DRIVEWAY 4. PROVIDE CLEANOUT AT EACH ROOF DRAIN AT THE TRANSITION FROM VERTICAL CpNptT14NA 1t,rangy AN APPS° 'SEE DETAIL / 11 / / EXISTING SANITARY SEWER i C)r 1'�d•i3 •' l __ _ TO HORIZONTAL_. PROVIDE MINIMUM SLOPE OF 1%. ALL STORM DRAINAGE APPRn'JAL c�ri 1�1'j '-� II � ':�"' ' - �'-'- PIPING WITHIN 5 1"FL`T HORIZON AL DISTANCE OF THE BUILDING MUST BE MATERIAL orntsstr�lJ"' ov i APPROVED FOR USE WITHIN THE BUILDING, INCLUDING PORTE COCHERE. � _ iTA'�tir �n fN�oAr \ / '/ I ;, Q NOT AMMOWID - - PROPOSED STORM SEWER 5. ALI. NONMETALLIC SANITARY AND STORM PIPING SHALL HAVE A GREEN 18-GAUGE, OR HEAVIER, ,ta�.t'��'N1'' ;/ C ` --"'�" PROPOSED SANITARY SEWER TRACER WIRE. pL � Ll C f � FD(-','C GF" EXISTIN ' \��� " I / ` Ail MO (0�- f�I}C'"' ��. PAVEMF N ! �9 9 l �Mim havis1£.'' - .. , wtr EXISTING WATER LINE 6. CONSTRUCT DRIVEWAY PER ODOT STANDAR I �° ry Gib ' ' C1lAXr� U DRAWING N0. RD722. f�t f�olr PROPOSED WATER L J • ER LINE C [) .: 1 RICT IENOIN 14iNG IDINATOR 7. ROCK PROTECTION OUTFALL SHALL CONSIST OF Tti'F�E If RIF' RAP WITH 1 -FT MINIMUM THICKNESS, Clrw -- PROPOSED CURB 6-FT WIDTH, AND 12-FT LENGTH. RIP RAP SHALL_ EXTEND 1 FOOT ABOVE PIPE CROWN. 9`1 79 8� / , --- - c�►� °<tt I�kn�F a / PROPOSED CULVERT 8. STORM AND SANITARY aEWER CONSTRUCTION SHALL. 8E PER UNIFIED SEWERAGE AGENCY (IDSA) DESIGN "2 �' "' .. '--- J` ----• --- AND CONSTRUCTION STANDARDS (1996). �, �w1f,,E�O ✓x 14.494 �y9 SUPER ONE, INC. RA 9. PAVEMENT SECTION FOR HIGHWAY APPROACH AND SERVICE ROADS SHALL BE 12 INCHES OF CRUSHED k� � ' l4�� -� C• W1,�G N0. ROCK BASE, COMPACTED TO 95% OF MAXIMUM DENSITY, AND 4 INCHES OF CLASS "C" ASPHALTIC CONCRETE_ 1 c�950 S.W. 5th S I _TRT ENGINEERING, INC. SUITE 150 (TWO 2-INCH LIFTS). SECTION FOR PARKING LOT SHALL DE 8 INCHES OF CRUSHED RUCK BASE COMPACTED '� �`� �/�' r � � TO 95% MAXIMUM DENSITY, AND 2-1/2 INCHES OF ASPHALTIC CONCRETE (2 LIFTS). BASE. SHALL CONSIST OF `'�' f`���;r -- - BEAVERTON, OREGON -- (503) 643--5721 WELL-GRADED 1-1/2-!NCH OR 3/4-INCH MINUS CRUSHED ROCK HAVING LESS THAN 5% MATERIAL PASSING THE _ 2636 S.E MARKET 7 2-UNIT M OTE I_ - PACIFIC HIGHWAY Z_ THE NO, 200 SIEVE. MATERIALS AND CONSTRUCTION SHALL BE PER OD07 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. ~`' -� RFV DATE, DF ,CRIF'1I0N 9wr, Br DEs er CHK yr A'i ;,, PORTLAND, OREGON 97L14 - (503) 235-7592 KING CITY, OREGON PROJECT N0. 9n>7 OF �ssuE nwN 11r _-__LRT _ _. CNK Hy _ SITE PLAN 10. PATCH AND REGRADE ASPHALT AT OUTSIDE EDGE OF NEW SIDEWALK TO PROVIDE DRAINAGE: TO HIGHWAY DITCH. Qx� ;o(q�► JAN 1 98 1 I�r ___ TRT CHK Hy _ SOKG01 , 17'97-0041 16105 SW PaCI&HWy 2 of 29 . .:a :..mY,in.uw...rc.:.M10w'-Mlp{M - +w•.w•✓. ':W:,nw:w a...,...nwMwrl,Msf,"JLMi!.'l4lII:'.sA�L�.•W.f.i•A.11M, O1'{R. y.......rrrlwnr �'lM�u..:.i/n1+:.4•.r4d:,M . M , ..0{j'd'T. -e+^2.,;rh-ti:„cr,:,h,r,:.n_ .i1�MA1w..rrwias+ww..r.wr.,. n.rw..+.ar..s.._ar.w.rw..,•+.•,....n.,,....«-:.,...r+,.,,w,-.r...,........»-..,........,..,..., IF THIS DOCUMENT IS LESS IIi 711 !II+1�1 III III I I !II I I I III III II1 II7 III II! 111 ( ! 111 111 111 III III II! III I I III III III III Ill 111 1ji 1 ! Ili 1�1 111111t111i III illllll III III III I I ' �• f 1 Q i i LEGIBLE THAN THIS NOTATION. _ _.. L j Il- --- -� 1- -I---i- - - - L _ 1 16 I I I I S " t+ IT LS bUE TO T}}E QUALITY OF - -------__.._ _ ------__ __L-----------_�________-.��------------� 2 THE ORIGINP.1 DOCUMENT. No.36 C -", ••:"" {.N�(j �1�11 1 I £ 817, B1ti L��L 9Z ��Z ii 6��ti CS�L ��>r, T1L O�Z 8�t f+�T L�t 91� !TT 1'TT ST tiT T11 T 8 8 L 9 Q it S Z ta� uI1 II ' I ILII III I� I I ►I I�IIIIII► ►�II I ! ,� I I I IIIIIIIIIIIIIIIIIIiIIllllfiilll I I III I I I�illl �I IIIIIIIIlllli Illllllfll[IliILII Illllillllllllllllli�llliilll VIII Illllillllilllllll f II� (fill I ILII IIIIIIINIII I i J r + I ...I I I I z O tt 00 t4 o � j I f i 000 t o w SHALLOW MH + o II i r ao II 3 OZ (SEE DETAIL) --- o f I ( + m I •- ►4- W Ory II ZO N (nm Nom _ WW + z -- -- _ 0 10 20 i 59'--b PVC ---- I �-�. 26'--6" C-900 PVC -• _ 49.2'-6" C900 PVC ASTM 3034 SDR 35 ALE IN FEET / X00 , 10'-6" D.I. , CLASS 50 / 5 -- -- - S-0.04 -/ EXISTING SAN. SEW. MH ! l USA #13413 D6' RIM=72.7 15' EASEMENT I-E-IN(E)1=66.7 PROPERTY LINE I.E.OUT(W)-66.5 I -- - --_�---- 85' - -- i PUBLIC PRIVATE PLAN _ s O 200 - ao - 11 x 200 ._.-.._.. .._._.___. ___.___.______ .- _._-.___-_-. ___.._ _ _.__.-_._._ PARKIN ___--- _-- 11 z o P LQ _j II 190 - w� �.. L N� 190 001 - - ,- r.___-__. oma m -.._.. 185 - _ --- - - - - ---- 18� -•� =0.020 . r� I$TiNG GR')UND / -EK to cII .-� _.- -_ .. - 180 - - c0-x - - -- 180 NK7 II / ✓ ro (n 11 Q _ Q4_ O f--�W4► 175 w�cr� _ coax_ •/ _ ' 175 I 170 - -EXISTIN SEWER PIPE _- -- 170 _x_32'_-- P LIC ---_► /ATE'--'—' - i- - fi u�NN1��T...fio ------ - -- 165 EXiS iNG STU OUT CRASS- *A -INKfILL_ _. 1 CLASS "B" BACK ILL - + _. .. 1/'Jhe►e fire appasrasws roadways are not sufticient widll*s 10 modete p 160 ti0 serked '�'eh+'-'�s and 20 Dost of unobstructed drtving surface, 1— —` '"NO parking' signs she# be hsst011ed an one or both sides of the roadway and in 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1 +00 1 +10 1 +20 1 +30 1 +40 t "I"unds es needed (UFFs; Section 9172.2.4). Signa shall read -NO PARKING - FIRE U NE - TOW AWAY ZONE, ORS 9P.810 - 96.812- and shall be installed wMh a clear space ssrbove ground level n? feet. Signs ,shall be 12 P R Q F I ids wide by 18 inches high and shag have hlsrk , red letters and border a,i it white b*ckground. (UFC Sochon 90.4,6.(J) (2) 13 (3), 1 '=10' HORIZ. I "=5' VERT. PA(N�I�M_Roj Fire apparatLS rOaraway curbs shall be painted Yeikr* and farted 'NO PARKING FIRE LANE' at each 25 feet. Lettering shall have a stroke of not Iasis than one inch wig by six inches high, (UFG Sec-lion 901.4.5.2) 4 AS%'�ic$�� ANQ FIRE FK�HTiNl3 YNATER 8 >loa Y ' � ' AV-'�-W*d firm apparatus access roadways ��..�e4�?BtJCT10N; and fire srupplies shai'1 be insitaMsad sr-d otieratrk-nal prior to any other construction on the site or 'sem. (UFC Sec. 8704) Provide 3 sets of revised civil drawings!. 0 PROfE� �NGINEfgJ'/�, 14,404 — SUPER ONE, INC. DRAWING NO. TRT ENGINEERING, INC. 10950 S.W. 5th — SUITE 150 k o�G V_ TRT_ � T- ._��____._ � — -�-- BEAVERTON, OREGON -- 5()3 64. �ir — ( ) 3 5721 'ZrC �6 �, t�w 2636 S.E. MARKET 72.—UNIT MOTEL — PACIFIC HIGHWAY �` P REV PATF DE`iCRIPi►ON DWN BY DES BY rHK BY APP HY PORTLAND, OREGON 97214 KING CITY OREGON` rr, -- ►� --''� oA F �>F i;;uF DWN BY CNK eY — (503) 235-7592 PROJECT NO. Elf F @-1 Q_ DEs BY_ i RT` APP BY_— SANITARY SEWER PLAN AND PROF _E soicc�al SH 97-0041 16105 SW Pah is Iiwy 3 of 29 f1� IIIi111111111i iIiIiIi T11iIT111111T1TIiII111111111111111111�1l1i1l11Ti1j1T111T1 1 1111111111111l111 " �r " ' IF THIS DOCUMENT IS LESSIl1 LFGIBi.E THAN THIS NOTATION, 1 I I 4 6 I ( I IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. No 3e l� 1I8� I�' 9�I �Z ��� �r ��i 01Z, e�` gli I T` I �� 14� { T I £�` I yl` i i�1 _ TiI 19 i IT',., Tg. Til,ILiI IIIi ►III (iii nil ilii ilii iui illi illi illi Ilii IliIlli►IIYIi a } i r ST SEW MH-6 RIM=188.2 97'-10" PVC I.E.IN=184.1 CB-I =0�10 �, I.E.OUT=183.9 CB-2 RIM=187.8 \ U RIM=186.3 I.E.=183.6 87 1CO S�OA� H7 / tea/� o / " PVC 14 --4 \ - S=0.0?1 - h/ a o/<00 ST SEW MH-5 GA RIM=187.2 I ! VVEST EDGE_ I.E.IN W)= 183.0 '! I ENTIO / / / OF PAVt=HENT I.E.IN�N' =182.8 POND / I.E.OUT E)= 182.8 (SEE / I.E.IN(S =183.0 DETAI I.E.OUT S)=185.5 / ST SEW MH-4 / 2 RIM=187.2 I.E.IN(N)=180.5 - 52'- 0" 'PV(f I.E.IN(NE)=180.31 I / S=0.090 I.E.OU1•(S)=18 88.3 n 4 88 4 f / 188 184.2 J 11 0 20 40 SCALE IN F EE1 � � r CC) / 84.0 ST SEW MH-3 ,IM=187.2 A�. E.IN=179.0 / �:ILE.OUT=178.8^' 7 t� ; o 1\✓. .O V Le24.0' �8-5'--4" PVC S=0.015 / CB-3 p RIM=186.4 I.E.=184.5 Q ! - NO �� r �y3�pv l I H ---- ---- - f 45.0' ---T� r) ri�l 45 ��' 87.1 2 s ri is I 2. 1 fie �✓3 U. I H { I I I 87.6 RI SFW .0 ST SEW MH-2 �� t d�0' / RIM=166.0 INSTALL PREFABRICATEDLn I .E.1N= ,61.6 RIM=184.0 I.E.IN=176.1I----36.0 �--� PIPE END WALL. I.E.OUT= 161.4 I.E.OUT=175.9 - •-- -� - -- - - ------ - - - -- - - -- -- - -- - - -- - -- -- - -• -• - - - / ���� h�'�y �E 6. � r �8b � _ _ S89 44_8 E _ _ _ � g - C;p' 53'-10" PVC _ - _ - _� �. 225'=8" PVC r 97.24' yz S=0.0151 S=0.0636 I 82 '-f-- - --- -- - - -- -- --- -- - - -- - - - -- --- - - -�_ - -- - --- -- - - _. - - - - ------ - - -- __ _..� v / -- O O , I.E.®OUTFALL=160.6 PUBLIC •F- ---o- PRIVATE ROCK PROTECTION OUTFALL (SEE NOTE) NQQTES: 10 STORM SEWER EASEME'"- o M 9-GRNNI L D� - I N _OWLINE OF EXISTING DRAINAGE CREEK, ELEV.=160.8± 1 . ALL PIPE SHALL BE ASTM 3034 SDR 34. S89'44'S8"E 82,4 2. RIPRAP SHALL BE TYPE II. 3. OUTFALL MINIMUM DIMENSION: 1-FT THICKNESS, 6-FT WIDTH, AND 8-FT. LENGTH. i 5. 1 y' RIPRAP SHALL EXTEND 1 FOOT ABOVE PIPE :ROWN ELEVATION. 4. CUT 2:1 SIDE SLJPES IN OUTFALL. RIPRAP SHALL COVER SIDE SLOPES. PLAN _. - •1•� I _ I -» _ _ _�..___._ _._.__._.._ .. p .-�_ ._ _- ._.._ ._- ___.... ___._. __.-.-..-.__. . __.. __ »...._ _ .__ ..___._. _. __._._. � Z R II VT _ --- .. __ _ ._.._ _. __ __...__.___« -__ _ _. _.___.__ __ .- - __ _. _. . - -+ �COy � fl � �� 11 ,� � +F- oo � 190 _ _ _ - - - -. . ._ _ - 112 i,i a,i tQ t- �uj i.i�i z .� 190 a cn vt(r. _ _.._ ... _._.._...._..---- -- �...._.__ __..__._'_ __.-- .... .._.._ ._ .__..�.__._..... -.._.. _._ ......._ �- �tii�- _�._-�-- -.�'�s.. -- _�- -��---- •-- 4 .mit-' "' ""�."�._ - - - ._ - - -. � �:_:�"""� ..:..,,■ - t (` W V' 165 ' 185 - --- _ _ 180On I - 180 _ 8 _._..__-f _ _._-_.--.-__--. . .__ . __ - __-__..__ -_. __-____._____ __.---.-_-•--- _ 1 1 PVC S=0,01 140 175 - }- - - o r - _ - -- - -- -- » _.___-- -- - ----- --..._ . __. 175 4 _.--- ___._. ____-___�._ .___,t � ��.• .___...... _._.,�„ W 1 _ 170 & _ _._ -_ -_-.-_-..__.. _._.�__.-_____._..__ -•_---_.. _._._.__-___ __ ..___ _.�____._._ .__-__-_-._-_-_._- -- - -_--•-_-_---.__.-�--.___ _-_.-_......_______-- - ---.-___._._._.__--. cy •- -•- --.___ .__ _...._..____-.__ __..__-- -_. _. _.-..._ .»___ .._- ---..__ .._ -.__--._ _____.--_ ___ --.--- __.__-- __� ._._ _____.__ _._._- ___-- -._ .- --.......-- -___-- _ _ __._.._._. 170 165 160 t _ -OtASS T - - - - 1 _ w w , FILLCLASS "S' i A _ ill 155 -__ _- - --- �- _ 155 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+A0 1 +60 1+80 2+00 2+20 2+40 2+80 2+80 3+00 3+20 3+40 3+W 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5- 40 5+60 5+80 6+00 i PROF ILS f �cID PROF 1 '=20' HORIZ. 1 "=10' VERT. -�� ��G1N6E9 Oy 14,4Eia 9� -_ _-�- -- SUPER ONE, INC. DRAWING NO. TR i ENGINEERING, INC. 10950 S.W. 5th -- SUITE 150 BEAVERTON OREGON - 50 643-572 ( 3) 1 �r ..?3. 2636 S.E MARkEf: 72-UNIT MOTEL - PACIFIC HIGHWAY f' f 1J FEV DATE. UF`;i;NiF'l10N DWN BY LES 9Y CHK BY APP RY PORTLAND, OREGON 97214 (503) 235-7592 KING CITY, OREGON PROJECT NO. �/#/qr �► 6/lgfj I)ATI OF 1"')U1 hft fly -_ " T CHK eY _ STORM SEWER PI-AN AND PROFIL..E -FEB-129-5 ori 1±' APP BY _ SOKGOI a 1 T97-0041 16105 SW Pacific Hwy 4 of 29 -- -wr... ■ ..+Mwr■+••wnw+•w..as�w......w� •h!K'A�ik'MIM✓^..�,,.. _ !AM _ _ AA '!!!IMpI"111�!rmtsx ..wttUevuUw.^5■�w - - - ...�. ......�.,-.. ..._._. ._....�. _.___ - IE11111111l111 -III LEGIBLE THAN THIS NOTATION 111 IF THIS DOCUMENT IS LESS � I �7 I 4 6 IT IS DUE TO THE QUALITY OF - No.9e THE ORIGINAL DOCUMENT. - -- - --- �-- -- -_ -.--- -- - - - - oC 8Z 88 I L6 9G Z 11bz £>G IG t>v 0Z 61 8i Li tai 9t I ibt II ��I� IIII�bt Gt IIII�IIIIII�IIIIIIIIIIIII �II�III� IIII�IIII �III�IIII!i���ill��l���� I���I�I��I�IIII�I��I�III ,III�IIII IIIIIIIIIIIIII IIII ���I�WII II I I II ,II�I�IIIIIIIIIIIII�II ►�IIIIIIIIIIIIII�IIIII�III�IIIIIIIII�►III IIII�III111III�III . IIIII�IIII�IIII II�IIIIII III ��I��� --------------------------- ----- ------ I TO TO TO , IRRIGATION DOMESTIC SPRINKLER 3" MINIMUM SYSTEM WATER SYSTEM A 24" I SOUD CONCRETE I MIN. 36" FROM BACK OF CURB BLOCKS OR POURED -' 18" FROM BACK OF SIDEWALK CONCRETE SUPPORT ,� N TO UNDISTURBED SOIL S MINIMUM -� 3" MINIMUM ON SIDES & BACK T ALL BACKFILL MATERIAL WILL v - - MEET OR EXCEED THE CITY OF METER FROM ° 0 0 ° -- � 6" DOUBLE CHECK KING CITY STANDARDS FOR T -- ' a VALVE ASSEMBLY TYPE AND CCM?ACTION 'a SEE DETAIL 18 6" MINIMUM ; ` • ' ( ) MINIMUM I � I 3"" MINIMUM D.D.C. FINISHED GRADE I �- --------- - ---_- -- ----- -----------� 9MAXIMUM PLAN VIEW (WIJHOUT FDC) �_ _ FIRE 6" NATIVE T _ -11 SERVICE BACKFILL r L h LI PLAN VIE.-W � - - 1- - -- -•� - - �r- - b87-WA--2-332P (OFFSET) - " _ 1 � - - 3' MIN. ,�-- CONCRETE VAULT .,I ! 3/4" GRAVEL -- �`" j- CRUSHED ROCK FINISHED GRADE LI- I SEE .�, 36" VALVE1 = _ 4 i t -; MINIMUM RISER TEST COCKS 3" MINIMUM I I I II (I I l DETAIL { I BRASS PLUGS 12"MIN II II 2" PVC INTER--TIE TO is- _.I I 3" MINIMUM 24"MAX. I -11- SUMP PUMP IN F.L. I '- -- VAULT AT FLOOR -1 DRAINAGE ROCK _ _ _I !" MINIMUM 6" FROM --� L _ [� T-\ _f�— _ L - t 2" DOUBLE CHECK t_= ABOVE HYDRANT METER ! V ASSEMBLY 2" DOUBLE CHECK _I I-I I_ DR11N PORTS - l " VALE SSEMB UNIONS SUMr (SEE DETAIL) VALVE ASSEMBLY1 MIN. (SEE DETAIL) I (2 REQ.) ' ` I�I ELEVATION VIEW 6 MIN. INSTALL / != EITHER -- I GRAVEL CONFIGURATIONJill ---� (12 MIN.) " _ � �I j I_.I �--- I---- �'f-� ELEVATION VIEW - 2 VALVE (SEE NOTE) _ I -I i 1==1 1 -- -�`I I-� e ;-=L f f I _.---- 2VALVE UNDISTURBED SOIL —•I I f=— I I �' 2"' IRRIGATION METER (SEE: NOTE) " 24" MIN. 2 DOMESTIC METER �i , I' TT - I 2 ANGLE METER -%,,, " Y {-! �Imo{ { (=-(! I--'III••-=�11 {�I � 2 ANGLE METER TEE & AUXILAR VALVE SOLID CONCRETE BLOCK I 6" MIN. MUST BE FLANGED FITTINGS SUPPORT ON MEGA LUG RETAINER ' UNDISTURBED SOIL 6" MIN. 6" MIN. POINT OF DELIVERY -r �V FLANGE HYDRANT (� BROOKS-66S VAULT DETAIL 2 _ (WITH CAST IRON UD) 2" CORP.-/ N.T.S. 2 5 �! J 12" MIN 5 4 w 2 COPPER yy,/SADDLE PLAN VIEW (�ylTh�l FDC �- S" D.I. PIPE FLIP VIEW NQTES' CLASS 50 OR BETTER 1 . ALL DEVICES SHALL BE INSTALLED WITH ADEQUATE SUPPORT. 2. LADDER LOCATION TO BE DETERMINED AND APPROVED BY MW&l.. FfYDROSTATIC/CHLORINATION TAP 3. FIRE LINE VAULT SHALL DRAIN TO DAY LIGHT OR SUMP PUMP. 2" DOUBLE CHECK VALVE ASSEMBLY 4. A 12" MINIMUM BASE OF 3/4" MINUS CLASS 8 COMPACTED PROVIDED AND REn'.OVED BY CONTRACTOR FRAME AND COVER --\ --- DETAIL 3 AGGREGATE BASE TO UNDISTURBED SOIL SHALL BE PROVIDED. VALVE A � ND RISER ASSEMBLY N.T.S.(SEE DETAIL) CONE .r 6„ DOUBLE CHECK VALVE ASSEMBLY 5 �`-- EXISTING 6" MAIN t , .'.. � THRUST BLOCK - (SEE DETAIL) `.\ DETAIL_ 4 N.T.S. dh 2 5 I I FIRE/DOMESTI C/IRrRIGATI ON VAULT LAYOUT \ DETAIL 1 - -- N.T.S. 1 5 4" DUCTILE STEEL PIPE JSQIES - = � - FILLED WITH CONCRETE 1. MANHOLE DESIGN TO CONFORM �; ��� - _� !_� (PAINTED HAZARD YELLOW) WITH ASTM C-478 AND USA STANDARD DRAWINGS 010-ST & 020-ST to_ 2. MANHOLE CONE TO BE PLAN FINISHED GRADE~ CONCENTRIC/ECCENTRIC FOR CASTING & FRAME _ CLEANOUT - SURFACE GRADE C P1 AU YIEW C- Imo-- 2'-5" SQ. l CONE SECTION CONEI ' FINISHED -GRADE _._I_ a a _ 2-1/2" _ ~Y J SBAIE _. 4„_6,+ a a <4' _— _ nn__ ( ' CONCRETE r —) 1 ” MIN. FROM TOP . a iv I —VANCOUVER STYLE---- I OF PIPE TO ,, au:: __ (FORMERLY _'ALLED MANHOLE SECTION 41 "TACOMA STYLE") o \ X9 CI I ADJUSTABLE. TRAFFIC RISER BOX SET TO --------- REMOVEBLE WATER -� - FINISHED GRADE a -i- . t ( TIGHT CAP - 6" PVC SEWER PIPE - •. ° a ° 4 . C4 v ISER CUT OFF 6"RBELOW FINISHED o v. b• . Q. 9" JillGRADE � INVERT " - CONCRETE BLOCK ►.;� w p �...° v c.> s 4 8" MINIMUM CONCRETE �a� PRo,;.�, ----- 1 -10 --- NOTCH PVC TO FIT % 1 J� OVER BOLT PATTERNS SUPPORT UNDER ° �' '' ° `' �'r'INE ` ' SECTl4lN_Y1Ebf VALVE c ' _ a�� ° .e v a. • e ��. <,14,4" ��-0- KHERE REQUIRED v . a o a a . e a 0 0 0 0 0 00 0 0 0 00 0 ,y _ TI oov)o oQi 0000cQl� WopO o� 0000� �io0 0 00 0o O Q�°�(� n n 80 ° °ooC�Y°°o 008°°08 ooc�ogo �o °8° °007 0800°°Oo 0 8 M BOLLARD i' oa 8 0 0 �" ✓OREGON CATCH BA5I�i ..... YRi �� r'C>' �°�1 w � . � 12" OF 3/4"-0 Ori, ,?,f ��� _ [� E T A I L_ • ��3 DETAIL 8 VR2 COMPACTED BASE MATERIAL A= N.T.S. 2 5 N.T.S. 2 5 .� -- 48" ---- .�/d�91` eye �430f 9�' VALVE RISER SECTION ---- 5 --•�------ SCIP�R UNt� INC. DRANANG N0. DETAIL N.T.S. 7 5 SHALLOW MANHOLE (MH- 1 �� 6) — - - -- - - TRT ENGINEERINGL INC. 1c,45C S.W.� Wnth - SUITE 150 BEAVERTON, OREGON - (503) 643-5721 5 D E TA . rc-l"I"I'llilli263E S.E MARKET 72-UNIT MOTEL - PACIFIC HIGHWAY N.T.S. 2 'J RFV DATE DESCRIPTION DN1N BY ffE S BY C,* BY APP BY PORTLAND, OREGON 97214 (503) 235-7592 KING CITY, OREGON PROJECT NO. I IA IE OF ISSUE Dm RY _ CHK BY __-._-_ DETAIL S ,JAIN 1998 DES ,tr _ T _ APP BY SOY,GO1 SIT97-0041 16105 SW Pacific Ilwy 5-of-29 _,.,......,....»,. ,..,n._. _. --_--.+e.w>tlla;r,•o-a+�afvr.ertmr.wwr,..: .wwrngrns:+M4,MIwu7Muselrr.r.+nnw,.ns+.art�tiaYf - .. _ -..., .. _ , .. e:,�,.a - _ .......+witA�l►' ' ��f I I 1 Y 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I 1 1 1 T 1 1 T T TIT �' T 1 1 T 1 1 1 1 1 I I 1 i 1 1 1 1 1 1 1-1 • --, -��� 3,N,-. RR--_ �^-•_,_.,.�,,,,,.,,,_. IF THIS DOCUMFNT IS 1,FSS I r I I I I I I I I I I I 1 I I I { 1 { 1 J 1 I I , III I I I I I I I I I I I { I 1 I� 1 1 1 1 1 1 I I I I { , I I �� ry I (�� I I ' (�QC� LFGI BLF THAT! THIS NOTATION 1 I I J I 4 _ � Vl__ -__ ---- 01 — -- -moo —----- 1�'L—_ ��-/ ' 1. L IT IS DUF TO TIIF, QUALITY OF _ No.�e jb'.-•_ '.:" THF ORIGINAL DOCUMF,NT. l E 8lZ 8 �]L o1Z t 6 Z E Z I�15 I i�Z O�Z 8 i B T Lr 19�T 14�T I 'bjt I £�1 Zlt I TT TO I l8 I �L r8�9 ''!IIIII!'li I II IIIIIIIIIIIIIII IIIIIIIII�IIII II.III II�IIIIIIIII�IIIIIIIII�III�IIIIIIII�IIII�IIIIIIIII IIII Itll IIII IIII Ilillllll IIII IIII IIII IIII IIIIIIIIIIIIII'lllllll 111111111 Ilii IIII IIII IIII�IIIIIIIIIIIIIIIIIIIIIIIInIIIIIi,IIIIIiIII IIIIIIIuIIII► II►tlull IIIIIIIIIIIII IIIIIIIII,IIII ,, I III I . 1 i1 EACH AREA IS 1/2 OF PAVEMENT � � �Fo q - I ^ TABULATED TOTAL AREA y 4 CLASS C AC (2 LIFTS) 1• 12 0"-3/4" AGGREGATE BASE COMPACTED _ TO 9576 MXIMUM DENSITY ( ��O k�� t-�.�:�i��_ _:ti_ ._1]' I__ i• _�'_�.� �'1'ill�T _i I _�••�-1�-'-� _�����r-- i--11 5 FT WIDE SIDE'NALK t ~ 8" PVC 10PVC/I \� " �--t,-� . __�� _-� �-,�, --✓0.1 ' LIP I.E.=182.8 - --�. ,� I.E.=185.5 SIDEWALK RAMP TYPE »C'" SEE DETAIL r,JRB 'L FROM CB-2 � / I ill 1/4- PLYWOOD OVER n �� ( ) HIGH FLOW TO MH-4 =..r, FACE OF BOLTS 12" CLASS V CSP CULVERT WITH SLOPED ENDS QJG A TEE PLUGGED CROSS WYE PLUG OR CAP I.E.IN=181.2 SID WALK RAMP DETAIL , ,� cE.oui 1 �y.2 - - iil I i ri Q _ _ SLOPE-0.020 - - �- ��.. �O�S MATCH TO EXISTING PAVEMENT -7 \ - ur0 - t �' A DELTA-'/u'10'36" \ DELTA=1 10'10 43 i =4 � BIKE PATH RADIUS=45 RADIUS .5 LENGTH-70.7' 1� FRONTAG( RD ♦� � NGTH=50.2 EUGk c)i- EDGE; Of EXISTING -1 �-' X� \ • \ c, �-�, -SAW CUT STEP A2 { �.- \ �,. - REMOVE AC `_ i EXISTING DITCH { PAVEME=NT �►� - e�s�'� _ - -- - FLOWI INE _ :L L. BEND PUGGED CROSS PLUGGED TEE X 184 2 =EDGE OF PAVEMENT * -` � _ _ \ , 1 \ \�j \`\� ��� - µ 1. CONCRETE: THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. G L qo >� =FLOW LINE �' \ MATCH w� t9 r�?s `-- EDGE.. OF EXISTING ` 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. iBU.2 SAWCUT EXISTING AC `�-- 80• N,�,`'F:MENT e rc \ �- -- ---- t t5.4 SLOPE CURB ENDS =TOP OF CURB 3. IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FI TING SHALL BE AS INDICATED BELOW, ADJUSTED IF tAS.t - NECESSARY, TO CONFORM TO THE TEST PRESSURES AND ALLOWABLE SOIL BEARING STRESSES STATED IN THE =EXISTING SPOT ELEVATION �- LOGE OF EXISTING SPECIAL SPECIFICATIONS. �.A�'E.M EN r PACIFIC HIGHWAY ' �---- ---------- • -- 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PEANS TAKE PRECEDENCE OVER BEARING AREAS SOUTH30UND l AN'--S AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. ��► -'j BEARING AREA OF THRUST BLOCKS IN SQUARE FEET -- -lb-- --- -'*- TEE, WYE, 90' BEND TEE FITTING PLUG OR PLUGGED PLUGGED 0 20 40 \�-- EDGE OF EXISTING - SIZE CAP CROSS ON RUN 45' BEND 22-1/2' BEND 111 -1. 4" BEND PAVCMEN T A l A2 SCALE IN FEET 4 1.0 _ 1 .4 1 .9 1 .4 1 .0 _ 1 .0 -� 1 .0 6 2.1 - 3.0 4.3 3.0 1 .6 1 .0 1 .0 ENTRANCE 8 3.8 5.3 7.6 5.4 _2.9 1.5 1 .0 10 5.9 _ 8.4 11.8 8.4 4.6 _ 2.4 1 .2 DETAILri `� - 12 8.5 12.0 17.0 -12.0 - _ 6_6 3.4 1 .7 -_ N.T.S. 2 6 14 11 .5 16.3 23.0 16.3 8.9 4.6 2.3 16 15.0 21.3 30.0 21 .3 11 .6 6.0 3.0 ---�' 18- 19.0 21.0 38.0 27.0 14.6 7.6 3.8 2 1 23.5 1 33.3 47.0 33.3 18.1 9.44.7 A 24 34.0 4Et 68.0 48.0 26.2 13.6 - 6.8 FROM MH-5 A ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 N.s.i. AND AN ALLOWABLE SOIL BEARING STRESS OF (LOW FLOWS) 2000 POUNDS PER SQUARE FOOT. To COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL REMOVABLE BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (2000/SOIL � TO MH-4 MAX. STORAGE TOP ELEV.=186.0 WATERTIGHT CAP BEARING STRESS) X (TABLE VALUE) -`_ ELEV.=185.0 B -- - SECURE TO MH WALL WITH THRUST BLOCKING `�� STAINLESS STEEL. BANDS OUTFLOW (MIN. 2" WIDE) AND 1/2" BOLTS L _ - SEE DETAIL` DETAIL 3 BOTTOM ,`, to :... N.T.S. 2 6 ELEV.=182.5 -- - - - -_ -. SECTION CONSTRUCT PER USA PL S T ANCARD DRAWING #100-ST r WATER QUALITY MANHOLE Op DETAIL rN.T.S. 6 I I _ 5' F---- - 5' - 186 ` i t-Ir_ 1 _ TOP POND ELE1/AnON=185.56.0 4» \\ CONCRETE HIGH FLOW BYPASSr - - S=2.0% CAST IRON GRATE II! Tr4r_-__ ter \ \ TREATMENT SURFACE ELEVATION=1.8.5. .0__V 4" ADS \� THREADED I CAST IRON GRATE 6" l ,T \�\ CLEANOUT ,� , 4 ADS \ " \ POND BOTTOM-182.5 6 COMPACTED AGGREGATE BASE .P 7T'-_I1 ,- 1/2 CU. YD. 5f.Q N VIEW 3/8" ORIFICE W 3/4" DRAIN ROCK 2.5 MAX. WATER DEPTH 3 2" WEEP HOLE CONTRACTION JOINT AT 30' INTERVAL - TOOL .ED "DUMMY" JOINT AT 5' INTERVAL -- - - -- - -- - - - - .n POND AREA=1,525 SQ. FT. --- - 18" SUMP MAXIMUM STORAGE VOLUME-1,979 CU. FT. MAXIMUM 0.36"/4 HR STORM VOLUME=1,570 CU. FT. STORM SEWER OUT 71 FREEBOARD VOLUME=1,532 CU. FT. SECTION A_A, 1 .0' FREEBOARD I.E.=180.5 _-_- I - • - _ + 2.5' MAX. WATER DEPTH - -- - - • CONTRACTION JOINT AGAINST EXISTING SIDEWALK _, I , BOND BREAKER BETWEEN CURB AND SIDEWALK T _ 2' 0 - ' 1Tr- -- - - " ' I 3'-00# NO. 150 SECTION B-B' . CONSTRUCT PER USA STANDARD DRAWINIG PLAN VIEW f'IANTING SCHEDULE: OUTFLQJVZ�LEAIL SIDEWALK _ _ BOTTOM AND SIDE SLOPES SEEDED WITH 50% TUFTED HAIRGRASS AT 1 -2 LBS PLS/ACRE ,AND VI E I 1- ( L � 5076 RED FESCUE BUNCHGRA,SS AT 10 LBS PLS/ACRE. N.T.S. 1 , 6 MAINTENANCE SCHEDULE: ���'��`,iry�IF�J, REMOVE SEDIMENTS FROM FLOW CONTROL STRUCTURES TWICE A YEAR. `�� oto � £-,� o� REMOVE POND BOTTOM SEDIMENTS AND RESEED EVERY TWO YEARS, OR AS NEEDED. 14.494 �y, , 01 _7 w; --- -- SUPER ONE, INC. DPAWING NO. WATER QUALITY EXTENDED DRY POND � �rOR!~° N Q. - �- EERING S.W. 5th - SUITE 150 TRI ENGIN_ERING INC. _ ' � -T N ' ----- `�EAVERTON, OREGON - (503) 643-5721 DETAIL K_4 � OTh �U�� --^ -- -- -- 2636 S.E MARKET 72-UNIT M STEL - PACIFIC HIGHWAY 6 N.T.S. 1 6 3 /2,/9r Rry DATT DESCRIPTION jPWN HY DF', HY CHK BY AFP FIf PORTLAND, OREGON 97214 / (503) 235-7592 KING CITY, OREGON PR,)JECT NO. A{ b�30 9� I,IE tiF ;;I)f DY,w HY -.____IBI- - CHK BY DETAILS c r / � ��! 199 oE`; r Tf3I_.r APP BY- 0XGO1 S I"1'97-0(14 I 16105 SW Pacific Hwy 601`29 . . .. ..�....................,.,...-..-.�.......w.....w+�a.ar.« »++.srw+a -....r....ra•.-...vMAr,�CRi"+c: ^4^ ry�61ARW9'YAb•tiyvMWIMAMYMi�1l:�9y"atii4A' - .sr.w....ws,new....«............�...'.....'.,.....;�......,,....._ -' .. 11 III III i II�I III i III III i�I�I III i III III iI I IIII III i I�l�1�� 111111-1 E1I I1IIl 1 II1 111 iIII 111 1111 I ! I�I i It Ii1 'I 1IiIII I1111111 IIIIII 1' I I IF THIS DOCUMENT IS LESS LEGIBLE THAN THISNOTATION, 6 --- �L IIT IS DUE TO THE QUALITY OF -r U I THE ORIGINAL DOCUMENT. --- - - T-- 1. -- -- -- -- --- - - ---- -- --- -- - --- - - -- �- -- �i E 6 L 8? L Z 9�L i ��Z 16'L E�L tl�S I IiZ I O�Z 611 i R11 T G� A�T + 911 I fi�I I f;rill I T E I 1 �9 IT111111 1 Illll1111 IIIII'11 11111111111illilllll�llll IIIill IIIIIIIII Illlillll IIII IIII IIII�IlIIIIIII IIIIIIIIIIIIII lllllllll IIII IIII IIII IIII IIII IIIIII IIII IIII IIII IIII IIII ill 11H111,8111111 IIII IIII ►IIIIIi II IIII IIII 1111 1111 IIII IIII IIII IIII IIII Illllhlll 11111IIIII _. . .. .. . .t r ..• •• - PARK SIGN ( � 1iK-�wtr �' ^PT. '"�'� ��•, Re-T1 a pry-. AS PER U.B.C. ��� 99 OSSC SPECS � ., $ ___ DRAWING SCHEDULE -•,r � AND O.T.C. SIGN w � STANDAkD5SIMET uFscRrwrioN ,Q Naz ASPHALTPAVING �,_ ___._----_ a NO. may, — �� , r,.s fie► us £ - TO TOP OF WALK �� SU _- -- �,, 1, SITE PIAN " •' `� EXTRUDED BUMPER loAF_A(.». ar-t► STOP AS REQUIRED - - 2. FOUNDATION PLAN (- ) bw t�V MAXIMUM SLOPE S DURH —_.., 11 3. FIRST FLOOR PIAN OF PAVING 1 50 > � f IIANDWAPPED r •� Q 4. SECOND FLOOR PLAN STALLS & ISLE I b'-0" MIN WID'Iii ISLE ch -- in S. THIRD FLOOR PLAN � co 8t 8'-0" M 1 N WIDTH A"T � _ _ _ - _ � ...... I n� VAN PARKING /c��/�•Cvr" S � � . - U) � \\ 6. UNIT PLANS, DOOR SC!�F.Dl1LF' 2 PAINTFD STRIPLS G► R. (pP 1 'TYPICAL r �_ 7, LAUNDRY/ OFFICE • VVV INTERNATIONAL SYNMOL FOR � i t ,, � !) -- �-�-.•.. fit. ELEVATIONS ,. ACCESSM11.1'I'1' TYPTCA 1 �. ..L..L �• _ '..""'"' -...•..." \\ q. ELEVATIONS rf _ _ .._-- -�..� _ - - 10. STAIR SECTIONS i ''� • \' I I. BUILDING SECTIONS ��, •r- � � I �/�,�ice" { +. : �..r.� , ,, : ___• , '�/ Q�� •--._ .. ,,,.r'- ' - , +��,p w�'1 o 1 C 11��' r► f s: V �e �,' 1 •rIo r. J�r L.. ��7�G►,V' , hj ?L ll. BUILDING SECTIONS j ,,,, +f O r..r.+.wwr.A.wwwurr . +.+�..rr.. aw..wn.r...a.r ■ ,r"'•... 6 oar Q \., 1*7 T ' ) w V 2'S 17 a , � 13. WALL, SECTIONS r.v4 , . DETAILSe ,tee a8. - 7 � - - --�i 1 '0" � � • - •c, � � l5. HANDICAPPED DETA.!'S 16. SECOND FLOOR FRAMING PLAN 5T I N G- A GGE S� 17. THIRD FLOOR FRAMING PLAN TO r-Igo NrAdoF_ R`a • o FRAMING PLAN 18. ROOF U �,. IN _ _MROOF N hyo U 'Ss I � 19. GENERAL NOTES �y V 20. STRUCTURAL NOTES I ` • • "G h ,�,..._'\ .••,�► �.. � i �� tit •� �� zZ 191.9 '' .� `` '`• ` .` . I �►ls� � � �� Z' ��\.� �-7� ' f r..• I L„+ r_.l�,w ;r-'.'ft'+'Ai,'1,1,dt � v ,,, I' cti kA 1 .` -•� v ( ! ir.i} .. _-- /� 1 H/ 1 A�{.z:-, — _ _ - - p�,, I¢-.�. l N li L I :;,ej, 'T, "►'1�- .. PAS I t�� �( � "i? _ U "� `` �•- it C. _ _ ► s PA,<-e t 416 ---------------- --------------- - �'`��- `�.` m l '8 L ' CODES: U.H.C. 5 94 EDITION � � ��t_ J�� 1 „��. '� \ �' � ' a5� IZY OF •-� �, Z1G p,�D WIFII OREGON ADMENDMENTS '"�.,. \ ~ f'7t �� C 1996 EDITION OF USSC. _ - '� /J �� Ik ! (- p,Pp�°V Apr, eci....j . 'd",X. �' r '`1 Ej �-��'' �''• w re �. '� ' -- r� U U,L ibe �- �_ •. cJ1♦ 2 . far on BUILDING ZONE, /` _ - ' , tPA N R-1 � .�` :�` a4 ,'� ti- ,1s . •.� �' � � -, SC-'P (� P tC. iM � p1=R `N F o11 r.. •• ... ••� �' �- O O('Cl CY 9 .... JDC .-� � �� Seo � 'P Atte. �� CONSTRUCTION: V-1 HOUR _� - �`�. '' I'I' UTEL 3- STORY � '" ��. �. � � `��� '`� *�' � � • _ � V �- . ,- _` 8 Job s o _ uj BUILDING SPRINKELED a r ENERGY PATH 1 t1SFD SEE SIIEET __ �`` -� --•... �` - ,�,� low�' 8 BASIC AREA ALLOWED 10, 500 SQ.F'T. X 2 21,000 �`"'• �` " ry i ��w 1' 3 g�©�-.r;���. I Lam ) = 17. FO , . ,627,,,— 'S'7� Z�j - . \ ., �'• �\ Zz f$; .1.. TOTAL. GROSS FLOOR AREAS ,...... �.Ppv mw:•„"„4.l�........ .,,. --- ' `', UNIT COUNT _ � FIRST FLOOR � 1S,OF8 SQ. FF. �~-- _.,•.,_ ��• 1 -- �' SECOND FLOOR 13,477 SQ. FT. THIRD FLOOR u 13,477 SQ. FT UNIT FIRST SECOND THIRD SUB- - .�., TOTAL (,RUBS T. TY PF � LUCPhL��h FtUO2 TOTAL , ` _ � {FLOOR AREA 42.022 SQ.T CANOPY sc 1,089 SQ. FT. -�� -------------------------------------------------------- --------------------­ ---- ---- - 4 0 0 4 �� 48 SITE COVERAGE : �..._._.� _ t 62,570 SQ.F7- 1(Nl % ... 6 2 0 - _ SITE AREA � TOTAL BUILDING.: 4 6 6 16 � COV16,242 SQ.F3'. 26"/0 / ` L �:� j'I �--i E l--�� h. �'.. PA YtD ARBA 30,985 SQ.F7'. 49% JG(.-1.1�i r E-57T r; F - j . .: Fa 4. 2 2 0 4 � � '►k ,k(.KS! PATIO 1 MT ta�L SHEET NO. m 1,193 SQ.FT. 2°�• ^\ - ' �.,. '/1■7j�`` � •l' .orf l.,%NDSCAPk;I) SQ.F7'. 23'!Ir 5. Q 0 rr W. ID T. _ i � / �,` , ..........-...._. .1'��0�7" ,. =. j PARKIN(.: REQUIRED - 72 UNIT SPACES - 72 Ti,T�AL �' // A-3- ' F.MPT,OYIFE SPACES SUB6 • I , RKING PROVIDf,D = 75 TOTAL. SPACES TUTAI� U N IT5 �' i Y • , OF Z7 til197•0041 16105 SW Pacific Hwy M 7 of 29 n"swummomaw..,__. ti N9YIknµ.a , wr.., .,.. +- _ . .. _ .-_ _ ........s... _... +.+,,.+.w«.rn.+_.,.a..._. .riJ r •.,.•...__._.- 1 _ =-_..a..w.......ora.a.- .t;l......�t.h r'x..J. -- _.• _ .._ .- F.,. :: ""'�,iy"'^vtf. _ b as lt�"°''.•f `•',r ,... , . .s.....na.tawd..•h14►.Mhr YYnMP+w.., ..... :.v...M.M.v.,s,r n u+•. *wMt.r,... - - - - - w. 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GLAZED 24" SLIDER VINYI, t� WT NADH SOW NON AND LOW AS _ _ _�_ _ 36" RAIL _ SHEET' NO. 6Af-j MMIIl�ON mm. 11 4'-0" x 4'-0" URI, GLAZED FXD VINYI, 1 12 7'-0'' x 4'-0" DRI, GLAZED FXI) VINYI, 13 3f-0" x 4'-o" DBL GLAZED FXD V i:NYL i OF 51 1'97-0041 a 16105 SW Pacific Hwy of 29 +MA+qa.M1IwN.Yr-y ...w...+w. A►+ti / -- .. .. ..r�. __ .. .+...,..__..' ..._._.... _.. _. ..._-..._. .. � __—.., ... _ ....... .... ....«.... .._..._........«..►.».. »a_ ... ......»......_. ..._. _ _ ._ _..-,... ._.. ......+... ......_„ t d1lV:'- r .,....,. ,.,. x fl,Mxp-.°tl.•aMMrrIAMI,•: s.s'... ra.... .ri. •�InM1VJ eR! plY.aneMlMM'WeJr:.y .w•aww+-w.we.iRlli !W r .. -rT _jrI=1II 111 ,111 III I�I I III 11 1 III III 1�1 1�J I�1 III 111 I 1 111 f�l ► II I( I 111 111 SII 1 I X11 fl1 111 I(1 111 ��� ISI I J 1�� ��t ijl 111 III SII IIIIIII SII 111 V IIII1 _ 1F THIc DOCUMFNT THIS J T I 1 I �. I I I I 14 I I j 16 I I I I I al I • l �U I I 1.1 12 oQ I LRGJf3LR THAN THIS NOTATION, � `- � - _ IS T ' T OF I . IT 1. UUR 0 T'Hf' QUALITY ��� ���.--� I l L9 THF ORIGINAL DOCUMENT. - No�e �' ' £ 81Z 81Z II G17 I�T' 9�Z ylZ g L--I�� I �1Z I��� ---g1t ( �� Teiiii I I� 1II IIII IIII II+I Till Ilil IIII IIII IIII IIII IIII IIII II!I IIII IIII IIII IIII IIII IIII IIII IIII IIII�IIII IIII Illllull ' e wow* DOOR S HEDULE N.� �. o s�.� !--f Atm���.�:�=� `� �-j � t�I._.1 L� � ��- �r � 12'_ „ HDWR 1A)C:'ATION NO. SIZE THK'S CONST. FRAME STYLE GROUP COMMENTS Y11 /- 1 1 // 11 11 1 11 \ I3'-0" f _ 1. N / RK s 6-8 l 314 S(_' WD Mt'1. D 1 .K '1. E4 II CO ll'COSHOWER _ �A�� - LOBBY I 3-U x 711 1314 ALUM ALUM A 16 CLOSER � i. i \ � _S E___ � EX r 1 " It -_. . STAIR EXIT 2 3 -4) x 6'4" 13/4 M'I'L MTL B 10 CLOSER r clL_- " i 6'-N" 13/41,1, SC WDM -MTL—»W B I �5 �N� CLOSER 'FJ G ( © I `~ -- � 23 \ ! ! � 00 � I SIDE ENTRY 3 3'-0" x 7'4i" 1 3/4" ALUM ALUM A Ib CLOSER DRYER DR. " x 6'-8" 1 3/11" HC WD 'ND B O � I •�4-}-1Q1.11Z_'1C1d ..1�� �l_C�I '1? /" "- �i�l __ - ._.. ... _ _ __ ._ R _... ._ 1FpA F-3!telR I ',L - --- STAIR/CORR. 4 3'-4)" x 6'-t" 1 3/4" SC WD MIT B 13 1H( 4 . E ('ONE/RM. 22 PR 3'-11" x W-11" 1 3/4" SC WD MTL D _ � HR �.' _ F �`r�'. "`t �.1�_) � V POOL EQUIP. S 3'-0" x 6'-A" 13/4" BOARDNTOR 23 3'-0" : 6'-e" 1 3/4" SC WD MTI, SC WD MTI. B 6 CLOSER I 11 ( sl M STORAGE 6 3'-0" x 6'-8" 1 314" SC WD MTL B 6 IO MIl�/CLOSER CHUTE RM. 24 3'-0" x 6'-A" 1314" SC WD MTI. B n 20 MIN !CLOSER I 113 - s. co **`"� Q I t.) ... - j 11 I'�.l'1'"�7_ MIO-1 � P � MA1DS/LAU. 1 3'4)" x b'-8" 1 J/4" SVWD MTI. (' s ,.- � ..,�� �,�� �- •v'� I.AI!. C iIItTF. 2S 2'-0'' , 6'-8" 1 3!d" SC WD MTL B it IHR. / ('I.(1SER � - _ ._.__ ._ --- 0 CHUTE RM. 8 31-011 x b1-8,1 1 314" Sc Wu M'111. B �- I 1( I t .._ \ � r - I ' 1. UNIT ENTRY 26 3'44 x W-8" 13/41, S(' WD MTL B 1 211 MIN /SPRING HINGE e:au I f V_ d i LIN. CT()R. 9 3'-0" x 6' II" 13/1I" H(' WD M7'I. H 7 - U H/C ENTRY 27 3'41" x W-8" 13/41, SC WD MTL B I 211 MIN /SPRING HINGE: �T � T ..X., �� Q r --.•- -- LAU. ROOM 10 3'-6" ; ri' " 1 3/4" S(' WD MTL H 6 241 MIN /CLOSER BATH 28 3'4)" ,t 6'-8" 1 3/8" Sr' WD WD. B 2 1 ............,», ...... . ,,.,....,, .. / .� ' ELEV. SHAFT I1 3� (� x h'-8" � 1 3/�1" S(' vvD MTI. H 17III W('LOSER w -------- -•. ---"•_-^-- -- 1 �►_ �, --- H/C BATH 19 3'fi" x 6'-8" 13/J" S(' WD WD B -2 d �'ONT.iBRKE'ST 12 PR 3'-11" x X' 1 3/4" 5(' WD MTI. D 11 211 MIN /('LOSER '^""'""'•"'"°""""'"""""""" "'"'"'°""'""' � ..,.._. INTERCONECT 30 2) 3'40" x 61411 1 314" S(' WD MTL B 3 20 MIN / SPRING HINGE KITCH/BRKF`ST 13 3'4)" x 6'-8" 1 314" SC WD MTL B 7 ! _ - ..Y...Y.._I DESK 31 3'-0" x W-S" 1 314" Sc WD MTL D 9 CLOSER I OFF/LOBBY 14 3'41" x 6'-8" 1 3/4" SC WD MTL C 9 20 MIN /ri3OSER ' !�1><a1-1�---A►►`(�-Cllh.l _ _ ^ BOARD RM. 32 3'-0" x 6'-8" 13/4" SC WD MTL D _-13L 241 MIN /CLOSER _ OFT/VENDING li 31-0" x 61-S" 1 3/4" SC WD MTL B 9 241 MIN /CLOSER BOARD/CONT 33 3'-0" x 6'-S" 1 3/4" SC'WD MTL B 13 IHR. / ('LOSER - � k II -----• ( 0.1o� �p VJTCH1 CORK 16 3'-0" x 6'-t!" 1314" SC W0 MTL B 13 20 MIN /CLOSER VE:NDFNG 34 3'-0" x 6'-9" 1 3/4" S( WD M'TL C' 13 20 MIN /CLOSER - GUI�:ST LAU. 17 3'-0" x 6'-8" 13/4" SC'WD MTI. C 13 1HR./CLOSER MAINT. /EXTR 35 3'-0" x 6'-S" 1 3/4" SC WD MTL B 11 TOILET RMS. is 3'4)" s 6'a" 1 3/4" SC WD MTL A 14 20MIN!CLOSER 1=?lE' -15�. 3(. 3r .�> )((,'$ 1 3%it - 'tititr7 �7L c ' I I- _ T 11"'--,eoo,�152SLH 'Aff-%"Li FS.,L �4k _ --- ,s. 11 1 II AtAJ tit . KA T ( if I V'— IN: � il`URN1 S H/N G4 <1 12" PANEL DESK Z N Z.> REFRIGERATOR o • I- ���� � � �' G D �. a6" 7"i:I.F:VISIOIY 22" NIIGHTSTA.'YID ( SHELF Ali" k- i 8 g (t d ?' � I.OYESEA'If 4 • 1 TUB/ ( 1 �, I STUB/ d O TU8/ 1 R we° 0 \ 7 COFFEE TABLE SHOWER i7 SHOWER - 3 ( SNOWER ,y � t3� I - I, •I iW `I b0 'o , SHOWER SH ""' / E �� � 10 23 21 -j 1© 23 21 10 21 21 ,?-.{' co 1� V I - ' \ 23 1� �� �� 4�7 21 I 3a CLOSET PACKAGE 2 Q y 13 I_ 113 .. t 3 --� e Cie. VATYI I'Y MIEIIROR -iw _ "' I I 1 2. END TABLE NIVA '40 MI�Ft til. 10 `) ,� _ 3. I.AT'ATOB MICROWAVE �9 Z� �� `✓ I 4. MICROWAVE✓ I 'W REFK2. , M� n' 11 OUEEN -1 , - S T � �l �, ��-- (�6 SMOKE DETECTOR 2 14 �- TO AOTWE "VALZ KING ROLL-IN SHOWER UNIT _ 0 �- - -_-.__ (is 117ELEVISION RTAND b - - -- • t y 'b �� - I �J i V . -- I (17.) ENTERTAIN"IL T - ..___ pp \ O i� • 15 .,5 " p � j NOTE: SEE SHEET FOR HANDICAP \ -� _ FIXTURE SCHEDULE II O CENTER is • � e Q 0 1 N � r ` .� GRAR RAR '*- t 1CROWAVE ----- �, I �--' .r 16 LJ ew CHAIR I -v -�-- ELOW CTR• --�_ . - QUEEN "�' �J 4` I°AP1M;R DISPENSER ' la TOW>N:E, BAR bA (q 0 I - 1 t 22. 3011z 42" P%RSONS 25 1 I TABLE 19 w I V (� SILO W'ER ('I tR'i'AIN t -- -..- KIM(3 - --t _' ) Li _ -- - _ - _ � �1.1G•'=�1� DRESSER vJ SOFALr\ <� . 09 L/ 1211 PANIE1, DESK 19 OIr b 1811 t� --, - NvA•�. r T. Qtnf FN RED j FNAC b? HVAC I N - -�� WAC _ �I HVAC o - iv --'. _ I Cs. QETEEN !%,,n 'R D. L'h 5 sl, wow �"x �'SL. wraw �d x il.. WOW cs K� S L �ti! /( $L. wow cr�- z KIND EIED4'--1" 4'-g 41 O" 4'-1" 4'-5" » KING HEAD BD. _ — _. 1=fwhrsnona .a1.1av, , _ ._ DESK TABLE NOTC: DIMENISION VARIES, NOTE; DIMENSION VARIES. NOTE: DIMENSIOI VARIES, NOTE: DIMENSION VARIES. �2) EXE(`i?'['iVE'; WORK- 1 V-8" WHERE NO DORMER 1'--C" WHERE NO "_ MER 1'-6r WHERE N ) DORMER r�;< ? I� !�'-I I�.I4 31 > V-6" WHERE NO DORMER STAT>i(1N OCCURS. SEE FLOOR PUNS, OCCURS. SEE FLOOR PLANS. OCCURS. SEE FLWR PLAISS. OCCURS. SEE FLOOR PLANS. � 1. , .I\I IC �''F' C 33as"� ia'• W,aE,�,�I' PiCAL• UNIT 1 TYPICAL. UNIT 2 TYPICAL UNIT 3 FMltRORD_TYPICALTYIPIC,A�L.. UNIT SG.I�LE; ,/,•.,,•.-�' 1 `'tom- U t'.I I -► �� SC!►1.E; 1/4' 1'-tr SCALE; 1/4•-1'-T 4 ___.. 3•� JII. EAFt.'�7TI VF It r 1/4'.11'-t7' SCALE; 1/4"-t'_(�' CRAM �\ OF SCALE; _ r� 105 S W Pacific Hwy L' Yt' 1 .v • .. t. � ...._.-..... ., . _......,.•.,I.n..1.-N+rler awrYirrlwl .rw..l..,n_ '4N .. ,. :. ,. : _. .. ... .. .. .. ;'��#1.:.;r.4�ttlstn_.,: '. r,i:.'i%ri;,,...wo` - -.-r....... --'---^-----___ '._- .,•,• itof 29 r IF THIS DOCUMENT IS LESS I �tTIII IIIIIII III III IIIII�I ! � ! III VIII I ! � ! ! � ! I11T1T11 l�l�''Tllllll 11�111�II111�II1 IIIIIIIIIIII ! I III IIIIIIIIIII 1�Ill�lli� 111 III]Jill lllllll II ! IIIIIIIIIIII IIIIIII�I �I s I I (Jl� ; LEGIBLE THAN THIS NOTATION I I 1 I I S - II -I ,.. I L �o I I 8 IT IS DUE TO THE QUALITY OF No.3eyr,�s� 1 THE ORIGINAL, DOCUMENT. - -- - - r - - - — -- - - -- -- — —_ -- - £ 6Z 8T', G7/ 97, +;JiZ 6IZ 1:l1: G if T, I 43! BI LI 91! 9I i5i i;11 7,1 I�t Ti 6 8 L j9 4 i ► £ �Z �i���" I ��� �� II�IIII �; °I7 IIIIII�IIII�IIIIII►������►ll��� IIII�IIIIIIIII II!i I��II�I�I�IIIIIII�i����l����� I��Iilll� ��l���l ��111�111 IIIIIWi iIII�IIIIIIIIItll llllllll!III�I IIIIIIII���I�� � i I II III it I II I 1111111 II VIII � �� III I��� I�� I�II�IIII ►III IIIIIIII��IIIIIIII �IIIIIIIII IIIIIIIII I IIlI I I � II( I I� r r 14 H E-: ,P. W,L F_ 1'-41 - � " 1�r — r:_0 a ...i 1tu ;R� Ur 6. Flll(1/StA'ag�;l!�ii .i 0t ) 11. Fxtoe 14'r Rhl1c 55 f li► 1 F'; A M NA 10 t ` w 1 cw. Lock -- Entrance* x Kray i ea. Lock - Classi t P, lvwlf/1P L to QUR FREE REQ.: 1 ea. Closer Seerface ` ' ea. Closer Surface LG� ag-dicap Guest Ha. 1 set Serice Gasket ((l int.) 1 ea. WMtherstrip Cz _ bbl is Aestran 1 ea. Threshold (U_ separation) 1 ee. Tlr+eslaid MMI. tMns 1 ea. Wal l Stag 1 ea. Door Dottm '� 0000 I LLJ IPA m N Kbi is Arxess Amos 1 ea. Stop — p es 1. Mfaid/Stxara0e/Ecu!p. (Non-11) �, , �� o a 1. (hest. Acrm Frit. 1.5 pr. Std. Wt. Ilinges 13. Interior MIIc Access 1.5 pr. Hinges - PQ I I � � 110 .5 pr, Olbtelfttel)& Hinges rxgPs (U Sal f Closing)i ng) 1 ea. luck - Entrance x Key p u ^ Z 1 ea. Dr,QArd 1 ea. Wall Stop 1 ea. Lode - Claswvm �- /► ��++ D H ' I c). OtxAwcy indicatur j peV V1eWW 1. ea. Closer Surface MAIDS 10 '-it Keys w/ gpvvc>Id bow S. Storage Mss Pairs 1 set Srralce Gasket t O set S�" Gasket WL Req.) 3 pr. Std. Wt. Hinges 1 yea. Threshold (tJL separatioe�I I eAlFr . eslpld (ti. separation) 1 ea. Lock •- Entrance x Key i as. Wal! Stop � � � �a 1 ea. 1Hl1 Stop 1 pr. Flush Bolts Manual 2 W. W lI Sups tt. Nblis Tc�ifists I � (,j,,,r ,' UA 1 5 pr. Hinges - BIO I _; 2. Giost Bat VfW Dr. / : I 1 ea. Privacy Sol. Stall) I ,r I J .� 1,5 pr. Std. Wt. Itiruges 9. Office Areas ,.-, I ea. Privacy Lack 1.5 pr. Hinges - IM 1 e3. Passage (Multi-Stalls) -. 3 I ea. Wall Stop 1 ea. Luck - Fntrance/Offlce fim-tien 1 ea. Closer j i F 1 5 �} �Y> 5 "f (� vsrc 1 ea. Closer 1 set Sn*e Gasket (LJL Roq.) v I r w► < i Interwyact/Caminicating W. set SrcrtCe Gasket U. 1 ea. Tlrestnld (U- sgvratiae ;s1 -- - A ' ^ Ir. SIF-ing hinges 1 ea. 1lreshold (lig(s(4mration) 1 ea. Walk Stop •_ `l "'rp+ t� V ►� r %i. LaUh (Camrunicdting Function) 1 ea, Wal! St.T. 15. 0rrridur l�tim Rm. o It yn,'U ral.ket (Lt Hey.) , ? 1hr'>>s!n►d (lA. separbtim) 10, Exterior Stair Doris j•5 ea. Panic Surface w/Lever x �`") 4. W. lax, bAtan (Surface) 1.5 pr. liirges - 80 1 ea. Closer ` � LAUNDRY �V µ . 4>a l l Sege 1 ea. Panic Sexfbce (Entrance ley Key 6 Nil) i set Smke Gasket, (U. H1'xl.) I n ea. Closer Surface t s �ratl, rieest Rim Clots 1 ea. Floor Stq) 1 ea. Threshold ( L ct (� i Jr. SLd. W" hinges 1 set Weatherstrip 1 ea. Walk Stop 1 ea. Pass,argr: ��et 1 ea. Thrrrshuld 16. Alen�lrun Thar• O e I ea. Wall c>tqp 11. Exterior Storage Awns a 1 ea. Cyl i nd r• - 5. Stair t xw•s 1.5 pr. Std. Wt. lilrx s (All other lCli by Or. Mfg.); I 1.5 pr. Hlrrges - rA 1 ea. Lock - Entrance x Key, 1.5 pr. hinges (Per Leaf _ p/� ® I i era. Panic. 4rface wAtever x Key x U_ 1 set Weathlerstrip 1 ea. Panic ((PePer Leaf STORAGE _ .. 1 ea. C 1 oser Surface 1 ea'. Thmeshol d i ea. Watt*ser (Per Leaf) 1 set Sedce Gasket (U_ Req.) ' 1 es. Mor Biottcm 1 set WWpatlrerstri _ D I ea. Threshold (LL S"ratian) 1 ea. S 1 ee. lhresleld .,� w cJ- -- �•--- �' r � rw.r am. rrti+r rr1 � OFFICE Ste. } ._1)< NOTES A lL l., t INITS - • 1 e I i � � @, -rip`• N c—� CIO [bodies, pulls, latches locks and athero operating devices -00 1. [b , p P »� Q on ace~esable doors, windows, cabinet, plumbing fixtures - — - tA Ll QPRI � � 0 r-/l NI z } and storage facilities shall have a lever or other shape per- g mitting operation by wrist or arm pressure and not require _ _ -- _..__- W_WK:�] -_-_--- dot grasping, pinching or twisting to operate. OSSC Sec. ---- � � t _ _ IZ _- I�� -- �©-tI _ 131 a'Z, �i� � ►_. 1139..3. Smooth round (snob type not acceptable. Use lever � it I �..-- _.__._.--- _•. __ ._. r___ ___ action hardware on all interior and exterior doors that are �jt 8V S, —. I p n_ , 11 1h I' 1_�A lag i Nt2 • rte used by occupants on a routine basis. r –" i�4A (forward I `� 2. Electrical swathes shall be located not over ( o r7 -j 1+ reach) 34" ( side reach) off the floor. Receptacles sball not be less then 15" off the floor. Obsbvcdow "Jacest �O'� th �I77 == IZ tB51 2 ' to the switches will change these beigbt re�qufremmis. - -- I n R See OSSC See. 1109.2.3 fig. 6 e --� vt ' von I ZN u I► ✓X11 34�' 4 1=r+i A44_. QL_ • ._ 3AIL- � 43 � � ti CONT's ENTAL �. — �. get BREAK .AST EXERCISE 1 ._. 0 _ ROOM H j•1 1� ir-_r�l. 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WPam A 1111 STEMS Q1fP3uM WALLBOARD,wl000 sTvos ROOF-CEILING S x w.w,awe a<,►«»a be"e"Wd wMt w d%N ----•---____---- - _ Lvw Mw w IV" d*x" rare d! x wand etude 10'6.4.an t�rM® .� _ .-t,. .-4- -- •••r•�-wry r 1.:. SYSTEM DESCRIPTION �r SKETCH AND DESIGN DATA v�to mW wit lad coalod nab nh• 0.0015dw�rl. 1/4•Aiada. T o.o. _ _J �"lr y / a.... ; �y�y��,•��,�y��b and bolMxwe d r GA SMW Io * each Sidi. .� a 1'r',, ' � t ��'+�'' Lj a _. — - ___�_ �. �._._. �_.•' T71i•.••1.0�br**Y M nW 1 I•,, I �'��+ •�+ a.,`R,��,` t 'I HOUR 1( '' . f:. E01 - .. CSA FILE NO. RC 2 I ' •..��. ��' �' '�' /�' , 3yPSUM BOARD,WOOD JOISTS,ROOF COVERING Thk*nea .Appmc W040 Ill P01 ta�M• : �"� d„$�'. ' ',;, `� ,• � �/ 6aN teYM els'type X fl +wallbawd appNed at rl�ht angles wax 10 wood Kf” Fire Tog tk a WP 380 � s' 1,'/ ;��,,,;1 ��x.i ;�'�:I'� _,f,{r�'�f�`' 84'O.c vAIh I rti TV"W at S dryoaA aarawa 24'o.c.Faoe layer " wo)"r^^ Bouts Tr.t ealimala4 l r � v >,I' vw1lDboerd rx ver+Nr base appMd N r1oM angles b Ioltb kvwioh tsaea layer with h' ,;/+.,• :,'�; , :�Iry/ f I`;;JI'j�'� r' ` I aroraw+t t r o.c.at 1*0 and InUmlarilati 0161111 Ftoo Ihnrr pirite otbet Type d be ksyai)oktlo•- 1'h' e O dywall amw a ptaoeel 2'bads unfair aide t� ;:�.' t .'>'r :► ( � j? ? v I f and 12'O.C. + 'plywood WIM exleft om appled al Itghl rnplaa r. f_.iv.. ; a� ° I elle' `'` ••• at lass IOer!le, y .�, : ' t ,: I, • Y t ,tY r bl; ,'v, Yi k j''' �,j 1 o wiM1 ed naNa hPDro'fxlab roof oovis".Calling peovk%s ane cheer tiro Approx,C-owrp WoWvt 6 pa t' � : `!L•3.I.j.,► T: 1i �Y (! tt, i..+ �?•Y;: ,• .0 ? .1.(.' , 1 t. Fire Tait: FIN PC 172,2-i�72 ��' `p � Y ' ra y. 'J ' M ', • + +,a •' i _.� �' f .r. ..� f'. moistanee prokotbn lot M lkaertin%including trusaea. E RtOR, t,: ,.. d N' vV,'' •' ''', .T.f r'i .,',/�('`. is• '' :,� J,�t N,. .�F'�-D QA FILE NO. WP 8105 '1 HOURFLOOR-CEILING SYSTEMS, WOOD-FRAME --�--- FIRE• ' ��•, ���.....yyy"� r 1��OY'PSUMWALLBOARD,GYPSUM!SHEATHING,WOOD SDS ''7 P e ��,'y'' Una Ha' X MnalAMto,4r weft,%VW pan"wFILE NO. FC 510 +I� Q ,. " !><+�ar7ler tide: layer h►P• Q�pwunt aRldi w4h ONvartrzed moci'1g ncHs 1 ssl //a'aWOOD JUIET3, aYi98UM Pest 4YDav^ b •v %WALLBOARD >•', "i<••r , + in Mod 4'o.a. ew -k-* l:n+ +Ire 011140 may be lef t.**dW.FAWI%v ,►�� •,GYfSUM�".00R UNDERLAYMENT deddrq w be aftohed through st+'na ft wands.w040111 diitiatMl►tp nand itop and baftwn plata.at T 61! p+ipts"ry " X gypsum waNbowd or venaw hire appMed at right angles b a 9MeM e(Y^'wa /r OX VdaMt Act ODA i�w Irtbrior•Idea Ora layer e/1'type X gypsurtl waNboad or WatK resistant tle(ttM board ,( ,' 1 I J I V(•. v I-I t maw"ky"m chenneia wN, 1'Type 9 Ary or veneer base applied panel wm or at right angles w 2 x 1 wood studs,24'0.C-with ' •� . _ __. �. � ..__ .•. t �r lac+eted midway be%~ caMnurx/s dwmell and aMahed w addNkx+sl pies d r = r •k" 15' 1/4'heeds,r o.c.(LOAD-DEAR1FIf�) Thk,kMss vales ; •. • {• t ����.+v IA' /� ._, ••r(. �1•- _ ` CilanrNt 54- laKd with icrewr+ o 12• a.c. Rei�ant Ito"curse" epacecf 24;;.c. ed meted naffs 1 h 0.00 sloar+k �' x W 7 ei � • .-� �....�1✓' •.w • Y..4/-� _ ;a• o.� rete ��• Appror+grk' p LY��f`��•1-� � :it..:.:C�,_. M11�• attactoae with 11/4' Type w eem" w 2 x 10 wood PAN nMDd o0 / *Wood 64MO a and a/•' 1000 PEI wedad gypsum hoar ixrdarlayrnent Appmx.Ce"Weight 3 pM1�g4, Fire Test Boo W°381G t _. . a ,�.I �;. .�• p('' ���j• -�'� PROMIE•t•ARY GYPSUM BOARD Flee Test: UL R 3 9-Bb, Dcm1•w Ciypsurn ah'Oyp/oca Flra w G Design L3 14 H Georgia-peouk a/s-FIRESTOF4 ype XXX Flak)Saeid Pett: IMtiCT 5 75' 3, 12•!x77 ` FID Petco Q ale'PL4ML Qllfias Super'C C ..�' �.� / I I ,��[� m(,2_J ,.. llroMeO SleNs CiYps,xr (:ant+any sh'SHEETROCtA&and OYD>rur" "x' % J� .�I �-^��✓ L/ I ✓l k+ ..�! • '�I r 1.� ` ' ' ' .000 Paroals,FIREtx7DE�C Can► mmommullorimm '�Y !� I I ,_y :Y—ZWAN WALLS AND INTERIOR PARTITIONS, WOOD-FRAMED SS--S U o0 1 SIJ 'pX SYSTEM DESCRIPTION SKETCH AND DESIGN DATA 40 OA FILE NO. WP 3240 PROPAIEYARY: Y �x V f,,.' T'C N ;. � W ',"� c�r� ►.1 I • r'1 S�.U l2�� 2 k •�{ i j � O.hl G:�.I�.,GO �. � O '' GYPSUM WALLBOARD,MINERAL FIBER,WOOD STUDS :fi••►r - . :.� ''r(vCi + '" i I ZI� 12�� fL �f _.__.._ One tayar err'proprieY"X gyysum wallboard a veneer base#CAed parallel to "willoM channels 24•o.c.with 1'Typo S drywo screws at edges and center row 12' ' - o.c.End luints bar*blocked with roaNtent chemeis.RaslNenl chameis oft.+had a tight r I 1 I angles b 2 x 4 wood ekkils 18'a 24'o.c.w11h 11/.•Type 8 drywall wrewr.3"mineral SOO& �•• • MI \ sire $ide one ar a/e' proprietary tW6 X fbo. 2.0 t>r 2.3 pct In clod elle..On appo IeY D/o0d ! ..L .._ -- • el+ r gypsum walboard or veneer bass applied all Apht aft0"b aRxis wtMo 11/4•Type W FIRE SIDE r all serewe 12•o.c. vw*W joints 48' o c each*%. Sound tested wMP+ Thk:knesa: hale' 04T �A acheds le'o.c_ and OPansPaccf Of 2 0 Pcf Mnerd Aber blank Ns toward m0lent We of Approx. 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S ' • , ��._' III• �'c% ' , !'� _ .-�' r-- __ .� IN—I ka, 14,) t3 Ef:;1 ._vtZ>'. .4c,-) � 11 LL-- h. �:: I'. ., �A.� o� ll''' /`e.r/►/••q ��.»e/r•/f►••• 161115 S W 1' �.. _... .. ...... ... .,.•.._ . ...._ . . _ .. .._._.f i1CIIIC MVV • e , _.... .,.. ... _ _._ _ .. ... w.».w•._ _.. -+.•••• � ... r.l.•r'.i.Y�'Tqr,•.y:.v.,+h,,.wg1R•M1aI•AF°.Tk!"'!!'A: .AMri.,p.-.moi•.e^Mq",r e,w,+M+V•.•.M.MMgLi_,•" «.,, y.. - . . `+ .rRrl•�i-J1i:r.:,�IIIM^.4. RMA.'..:'.�•Yr��Y'I..MK�tS�r•q.i �n^.'g11.1..—.�,..... . ___._ _ - ._• 1..••1—♦i""-.'3_--',-.-._ice.....__- J,. ..bi, Y'. IF THIS DOCUMENT IS LESS11 I l f III III III III III I I III III III I I III III III 1 1 1 III I l f III I I III 1 1 1 ! 1 1 III III III III IL III III IIIIIII III III !� ! ! 1 111 I t !IIID! III I l IIIIIII III III I I I I I I � 4 � g 7 gI I 1pI 11 LRGTf3LF THAN THIS NOTATION. 1 - - - -- - - L - - -- --1 _.. - -1- --1 -- �-_. IT IS DUF TO THF QUALITY OF ,do 36 C-r=— THF THF ORTGINF.Ir UOCUMh;NT. - - - - - - - - - --- --- -- - -- - -- -- — - -- --- 8 6Z N7. LZ 9Z �lZ bi7r FL Z Iti QZ 8i Ni L�i 9Ii 6 i8 L 9 g1111111 1' EE r T I���� �I�I ���� ���� �I�� ����I���� ���II�II� ���II���� IIIIII��I 1II111111 ��11���� ���111111��1111111III!I�I�I�IIIIIIIIIII l I 11 II�IIIIIIIII IIIIIIIII�II 111111 111111111 IIIIIIIII� IIIIIII I►II IIII�IIII IIIIIII �IIII I IIIIIII IIIIII 111 I I III IIII ; M Neo Plan 1lr1NDYCAPPlIO FI?f'!`URES � 1 ♦11SR{CAN NATIONAL STAN liAHp All 17.11-11111110 1 COMMICHTS QN- I , t. + 1. TOILET GRAB SARA UP 23" TO 34" OFF FLOOR. � � 2. TOILET UP 17" TO 19" OFF '"LOOR. bo 9. T.P. GISPENSOR 19" OFF FLOOR. . . _._2$��_-_-_- - '6. •INK 29" MIN. CLRJ►a UNDER R.M, l3" HIN. --__-.. a SINK DSPl LEVER ?AU ,'ST lor,1ND)LISFT_ �� - __ 1 N N ( ) _ .._ - Side Reach Medbla �~M �►�/ � S. MIRROR MAX. 40" OFF FLOOR. I 1A 0►w $*--Or' DIA. HANDICAPPED TURAING CIRCLE. EMtratwo t'bn i - too I � ia► (bj 7. HANDICAPPED TUB WITH THE FOLLOWING. I TUB GRAB BARS BACK- 24" WID16 AND 33" OFF clo•r•nce '� - �-T TUB FLOOR, SECOND BAR CENTERED 9" ABOVE RIM OF �r TUB. TUB GRAB BARS EACH END 24" WIDE UP 33" MIN. -_ - n TO 36" KAX. OFF TUB FLOOR. TUB SEAT TO BETug � (a) MOUNTED IN TUB. FAUCETS AND OTHER CONTROLS 7 It� � O SHALL BE MOUNTED ABOVE TUB RIM 1.N0 BELOW THE Proportions Fig.31 �C GRAB BARS,SILALL NOT ifs MORS THAN 24" FROM l.atntory gearonrer '•• •�........ .. FROM CLEAR FLOOR SPACE. A SHOWER SPRAY UNIT, WITH A 1108E 60" LONG THAT CAN BE Us-au AS A FIXED SHOWER HEAD OR AS A HARD HELD SHOWER � � fill SHALL BE PROVIDED. THE .SPRAY UNIT SHILL BE �� NOTE: if y <30 M(760 turn),then x shalt NOTE If:> 12 in(303 mm),thea thaFl 7. I 9• d. �' ;I ;••••••••••••••••..��,. be>27in(6iS•no). ee �3Uin(7eomrrt). LOCATED WITHIN P .AEN RANaE9 JF SECTION UBC- O S SG y -" cit. r floor 1 Epee• Forward Reach Required .---t-. (b) � J 9 . ROLL IN SHOWER WITH THE FOLLOWING EQUIPMENT. Display Conditions Fig.44 _ GRAB BARS 3-SIDES UP 33" TO 36" OFF SHOWER FLOOR. Mounting Heights and(learance•s for Telephones GRAB BARS EITHER END SHALL, 82 27" LCNG . GRAB - BAR OPPOSITE CLEAR FLOOR SPACE SHALL BE 49" LONG. f Fig.43 STALL SIZE 3e-0"X 51-0" ROLL-IN TYPE. HATER International Symbol of Accessibility t CONTROLS ON 9IDi WALL l,TWN. 39" AND 49" OFF STALL v►. _V FLOOR AND COMPLY WITHSECTION a1• .5 UBC- SHOWER 11EAL MOUN'i?n fiN SAME NA AS CONTROLS. (c) (d) SHOWER SPRAY UNIT WITII A HOSE 60" LONG THAT CAN BE USED AS A FIXED SHOWER HEAD OR AS A HAND HELD min fillavn Fig.39 SHOWER. SHALL Bs PROVIDED. THE SPRAY UNIT SHALL � Size and Spacing of Handrails and Grob Bora BE LOCATED WITHIN REACH RANGXS OF SECTION 1109,10.10.5 b his ack UBC- O "�S C 495 71 : ��c .ler.:. � I �I • `( . It �.'h ----� �p -jai AMERICAN NATIONAL STANpARt)AI17.1.19t0 10 '. �� �-r->t` 7f� t/ C) , �� L�� ,• V r� (� ' clear ii 3 l�6i ate« bm (� _ clear � AT IC I M �'t/,-,X c N) t,/' ); k=N tttser : a�ao• tilt (1 -� e ..... ."'".'..............: '°"" ........................... n P � HI�,� �� \V h21 am= 48 control I N�_. TQ > �o fD&_P"N' .u..nato qtr' �'-'azo .r.. _ E.ECP�'�7"' H \YA�Z P-4-0 4\) Pr I N L 711-�__ I door location #A lilt — --- - --- (a) ro) __ 0 all36-in by ;36-in 30-in by 60-in -- L� J- T =�`�`� i T I ►l l= `TLS �-k 1I ..�= �„' � - -- — _ -- Fig 21 (91 5-nim by 915-mm)Stall (764r�rt by 1525-mm)Stoll Claar Floor Spee at Water Qo•ete �- ROOMS FOR HEARING iMPAIKED I'O HAVE THE FOLLOWING Fig.35 ' ' EQUIPMENT. VISUAL ALARIv�S NOT LESS THAN 80" ABOVE Shower Size and Clearances _ FLOOR OR 6" BELOW CLG. TELEPHGNE JACK A1' 'TABLE FOR 36mn _ 4tflilL_ _ PORTABLE PHONES FOR BRAILLE & HEARING IMPAIRED W/ M - 13'0 a••t trralt k C°"t'o1 i"al ELECTRICAL, OUTLET WITHIN 48" OF PHONE EQ1_11PMFNT. 1 12min 1 (a) SUCH RMS SHALL HAVE SEPERATE VISUAL ALARMS FOR IN- 3N 36-in by 36-in(915•mrn by 915 men)Stall COMING PHONE CALLS 8t DOORBELL "OSS G Ii5 �.j,P#,i. .�' pap t _23 g ! - L 113!l 7 control tooarea 11 _ �+ ~ . mountN woe. BackWallSide _ _-_--- `._._ NOTkt PROVIDE' ROOMS FOR IIAWDICAPPED ANDlow r _ w cll `�-� SY MSOL, ADDITIONAL ROOMS i�/xTlt ROLL IN SItUWEi�S. TA6L= 1 I �1 � "" � ti r —•-� Standard Steri Grab Ban at Water ame 44;P Fig.29 PROVIDE ROOMS FCR HEARING IMPAIRED 114 r, e> AS PER UDC1Cee e_. CHAPTER 11 TABLE ---all•rMb — Fir i J i �) l ( max 34in by 60-in(760-mm by 1525•mm).Stall - 0 totlel pope,.—". Fig. 37 = Fig. 36 Grab Ban at Shower Stall ' Shows Seat I)=e.ign 4$men •- i`rr It1A "17-19 k — mIn r (e) (s) I ego - Rear Wall of Standard Stall Side Wp1le M Fig.30 �w Toilet Stalls w ----7 og � 11A 'n aln r COD I 1 40 v I at►ac•t V fl control � �1 .lY.-� cOtR tea area ---� _. - 3 ,r• o -�-� - •--► �- r _4.. ........................... . � ..1_._� ARAM a) (b) y tells foot back hood a, Spout Height hinced Clear }door tipace •ti. With Seat in Tub ( Knee C V 1 occe1661bl'a Psth Eft trwel �_ i With Seat in Tub 30"" - 8 i Al . f ' control _ - - - ----� g ores _ r 9F boor : -I�V- Leat• l .1 (7 — --- ---_ ----- SHEET N0, Il t foot hock hood _ ....................! -— ........,.... ,... _ _ 75 re11n lh t (c) (d) Ti6"T T- - Fig.4S SYM80i. con (b) til, ` ,rr at tlr;tri c=( Tnh FireFountain or Coo Built-in 1 G.. G�-..•/'I, f�j �-•*► • Shower contrite Fountain or Cooler Fountain or Cooler Minimum Clemson for Sating and Tables f� E� �� Shower heed 1 #Drstn With Seat at Herd of Ttrh R OF SH-97-0041 Ir,lus sw Pacific Hwy 11 of 29 •• ..., :, . tJb.ti�r4,`AY'ChadiN[.:R1l++WR�., ,+T .r Ms x... - tiM•4, .. ���i• � 'i• -,,. •,a..p.. .r.Y:�y '..'.t,. .r N.w'x- .re.. •I", 9 '.$ hryy f- �'��,`' + +yct♦ p + * 'ry �`,q'�, ,� - r _ _ IMIPYYYfwM.R.I�'elirR7s/P.Nr.gMMn..w.•w..Mem..•rrn.•.a+wa.•nnr-ce..+••!R.s'n^vv^::r'v+wM*,.AMWP.IiNn '•:r•...v.:•,,n.+Mrw..e.a ...........w-caw...,..:..., .......... ».•.,.., r.., -, ... _ 1..,.:J.. ..f✓ •�-•.. .. a4+Cu..JBaCt♦C�d.Y: L.i...OW.:iY.�i.'.e'tG'-"$J.'M i�j•I1..-.. . a.''�2' Yl6 LLir<lYt4Lu.u;L.'1tl1 ,• loos. 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BO[.T6 MARE' ►+OLDOI►N PAOTENER� GS A p1JLL-RcxJNC ►t�,D PNrEUv"IATrc•DRr�N 1 • _ NAIL iOd GC>f�+C)N NAIL MAY bl�.etlTU'E FOR "P-NAILS-). ---- ---------•-_-- _ -•--------------- ---•- - --- - - - - - - - - ----- - - - - - - --•-� I � 1 A bd GOG�LER - lid TOENAIL6 ►'C TYPE "UJ" '1� ti 1 SwEATHWI ON SNEARLIAALLO MU&T EXTI•ND IJCh1�l TO 60LE , MV061LL, � -a 91e" G.W.N3 NAIL OG. �" OJ;. Ibd• i"�� AT 6" O.G. 12" OG. /!GREW MAY lSiJD![tITUTE WOL DOWV PLAftb ANO Sf+aLL NOT BE 'NT>QR7lUPTED .9Y ANY WA; L bJTTINr, INTO _ _ FOR COOLER NAIL* REQUIRED TF1E IW+EI.FiWALL. 16d TOL'TdAILe _ ~ S�8" c;.W.©. 6d COOLER A" O.C. 4. O.G. 16r!• 6`oa. 12 O,C. "LIrTA'' (16) 12d SrNKLR 3. WALL 66�4EATNING► MI,6!!T SE rt?dED NAILED T7 ALL C* TmE NAIL AT 8" OG. 1 HOLDOWN MEh'1 IERe AND T5 IWIR FOUT4DA1'ICN r-%0-WLL PLATO, • 9/r" G.WO. t 6d COOLER y" OG. 1" O,G. ^- NAILING .tPPt IE6 TO �� - 061 12d SINKER 4. "SIMPNS �N` PRODUCTS e44ALL 15E INOTALLeC IN 6MICT AGC,0ROANCE Irl" bYP8U►-1 16d• 6"oc 16d TOEN/�ILS 48` O.C. • "M$T4©" NAILS AT EACH ENO WITk IIA1dl�FAGtt R'S !�'EG►F►CATIGNb. 6►tEATHING Sd COOLER 1" OG. 1" O.G. AT d" O.G. EACH 6011 v'� WALt STAORD• 5. ►+OI.DOIAAIb OCCUR AT RAG 4 END OF EACH b1,EAR-WALL A-40 -0444LL ` •sr Sig" dW.C. t hd C(%%IIR A" O.C. 4 CC. (29) 12d SINK8R FASTEN TO A t11NI"jm Or. (2) STUDS (r+ ;\ 1 D v2" G"I'PSUM 16do A'^c Idd TOENAILS A�• OG. / " INJ LAMfiVATCp TOGET►aER WITtiI VVV 5d GOOIER A" O.G. 4" OG. AT 6" O.C. +, 'M6T6G► NAILS At tAG►t END I7d AT 6" OG. UNLElM NOTED OTHERWISE C+RITICA1_LY IMpQRTANr ?O •„•' $I ATL/ING _ oft" ora. STA6RD. h T ON "WD14A' AND "►•1016- HOLf>&I vS TO 4+k6 "T,6. �L RATEp aNT G L ROUND- 6' O.G. Il" OC. *d• 6"oc A4T TA EpGLa 40" O.C. � "ETAS" (41 ti • A3O1 SOLTb • T 4�TE►a ALL CLOt'.KMIb/RIh1 ,JpreTa TO WALL hrl.01J q11tN AT LEAST 16d 'n4 FAD P-NAI OF?NAILS 6" Q.C. SCE ABOVE FOR AppITIONA4- FAST"Pt AEQ"S, LL_ !-._ .._ i __ ... ---.. _. S J V& F 1/2" APA.- C•146"6 x 214 f` (3?' Ibd AINKERb - 7 AI.L STUD WALLS MUST WAVE UOUEsLE TOP PLATES CP TW[! eAME J'-L ROUND 4" OG. IV O.G. 16d• 4 Oc "LTFPA"• :2" 32" O.C. SIMPSON A)6" MAY NTT22" f 61M"*60N ^96T820' DIMENSION AS THLI' 6TUD PLATES 6WALL LAR A MINR'•JM OK 4-,0" ,,. RATED bWT'G RAO 'p-NAI &Je61;"F FOR "LTPA` � �►►'.• > Is- J-EUI_ RETWEEN 6PI.IGES WTW AT LEAST r:16WT 16d NAILS TNROI,K)N DOn, -M- - '? -�.. RAG" SIDE Cr SPLICE. r� 0.148"• x �',►' !12) } In .A.- i1'f" OG I6dv 9'oa 4x6 s3TUG�13 AT 11VJOM` /� (?) 1!"• G1 E►pLTO A. 91JEA1lWA!,l_ AN&Atr�1NG MU6T BE AP�"LIEp DIRECTLY TO WOOD FR N5. �--•a LL RC7UND d" O.C:. ,.LTA4'- is va 2ewOC ,..�. _._..__.- ._ "ND6A" t b►h1PSt9►•1 "a!T'DT6" ,� ... ... _ � 1✓ ice" ' '�--'-' ._. RATED 3.IT'bEAD F8-NAIL bTAGRt�. 2lTAORC7. r'ANEL Q04lS OR 15' RO, IWP 3. 3►-IRARWALLB WITH 0 2RDRi',/EN NAILS PENETRaTMG -AiWACAK by MORE TWAN I/A" WILL OF K40VRED TO 13L 11"NAILED. USC 4 RUDGE"R tj Ir?• A.P.A. 0.146"• x ?'i�" 4" D.G. 16d• 1"ac 4,c6 ��OIC'OWN 6tU-0 (1?1 (!) 1t1`• A3m7 DOLT I^ -�•� 'l11 1�1 R-sT' p 6NT Co uLt_ ROl�NO r" O,G. "LTr4"• 10" oc Ib" O.0 ,, Np6A" l31MP9(7N "e6T}92A" 4I40r?11T IN NERD OK NAIL-GIJIJ AND ADJUST AIR-rltEbeURF AO NAIL I, - I `-.� 1 ` I � r�G p ice' 1, - STAGRD. gT/►b!!G. AT F-AGM END AF WALL OR ' °o rwRD. ROD � r ., EAGN 51rJE FAD P-NAI I•�AOS ARi� F1.119►a UNTN ptt al.,►!yMTL.Y REGE39Ep MTO Si-:EATN►N�y, 1/2" 2,� „ OO r A3V" LTF'4F" P.T Ani MDSILL PLATE Jam`. (12) (4) 14•/ A3IV1 eM76 IV. L.ALL8 UTW PLYU000 CIN FACW SIDE S"ALL OFr4ET PLYWOOD IC*E r E-- -�i RATED $NT'G LL RUUN© 6" OC EA. 6108 rzA 11pE ►O" CG ikb EA, EMC OF WALT_ 1-DIOA" . 61HFPSON •SST826" !OINTO c7N c" SIDI! OR T+aE •SWEAF�WALL MROM rWOSE ON TW' OTHER. //�� !! EnG++ bIt►E FAV FW-NAI bT Mbl!>p, • ft OG. • 11 O.G. Aki STUD6 * EpbR't5 " OIR "• tN ° �, ��. C /"'QT- � 1 mF.-541 �...L� --- - - _ (12) ,.. - ER6 ANa eNALL of �• � 'E�11`rl � •l 1�lc�'is u s a Z7 L. � �:,.��.. /+�l"L ANC►� E30LT6 MUST ►ar4VE 2►ti"x?,a"K��.' R W*ala U a� �1�-moi' '..�t� ' I I,� J ,..•,�1 (4) AWT 9l�TSt LOCATED WITHIN 12 , BUT NOT LESS THAN 9' +• _ RIOM ENDS O* SILL N'L�►.Eb. "IaOIAA" I"• x 24` I-DOLT OR 17. USE 4X MIN ►a01_DC04 A1UO FOR "W06A. WDSA, W016a � } ��� �/`!`) � 1.6 (AS&) TxiRD. ^'Ot1 AMG3 IaD14A" -_.-LY_ g a�ex M ATIx, ►Y,I� '�wb� i a�.G � � SHEET NO. 1'# x 24" J-AG IN 0+•1APEID AQEAS, IlLOGK PLY14*01D PL • "E1C18" 'sT OR Cf0!R SNEAT11MCi WITwJ I p� ��.y • . ... . . . . .. ...,.. fIIOTK' \✓ 1"0 (A.W TNRD. 94017 1 X 4 FLAT tkGCXMtG. NAIL IOd GAI'TMON NAILS 0 2t'1" 04, AT w+ N�47k�. H.�',��� X�y_ M AT ALL INT�1l OR WALL CONDIT OmS USS DOt1NDAR108 OF S"040 AREA6, 2h' OC. AT GOIHT**X>JA PSL fir, _ �^ _- -�` !! 1 _ . . » . .. . DCr',�Ot+1ATte • sT6136` W/ (t1 ''��''"�~' 1 � � . ......»- SIE" ROUND KWtK DOLTS WANNU IIUM S 1(2" j_ 1®011lb OF 12d i31NKL�R NAILS •+ EDt31I', �" OG. AT ATNItR PANEL LEDGES, IO` OIC, IN FIELD. .. . ...,_... . rM1tAMtNT AT SPACrKGI SINOWN POR 14' OC. PIEOVItaE ? X 4 FLAT .• .»... ......,.. -.. ...._ ' SL1Gb. RETtAREN AT11DD/JOtsTb IN GIlp6A•wAtCl�p AIlQ/ea,, FAeTrN CEILINdi IWITN 1r WALL00ARD ANCHOR*OLTs't. AT 4` 0C_ EACW JOIST,OLKO. AND P'EPRII`1�TRR ) X 6 SLOC " STRAP NAILING, 'T1'�IG,L(, M�16TALLED PLAT OVER TOP U)AI,.L PLATE AND NAILED WN cNLrss IrOTrc ,arl�ausE, S OrS10NATES W&L OMN LOCAT" ►6d AT 6" OG. ISL"OM !CON6 f1f- GEILM+R3 UTN I X A FATS. 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W/ 1996 OREGON AMFADM.EhTS 036101ne lades telt"rete: INSULA'T'ION : 0901 EXTERIOR PLASTER: OCCUPPANC'Y R-1 MOTEx, 'Oyp-Crete" �rprum c�oteler►t apply 3/4'or 1 k as epeoiAod Wag in uldiorr X14 diced glow or minerial fiber &wiblo over !lessor floor bia*st. Iris! ail wall cavities between studs, behind dectriai r � ac �al the selling Sysitems sluli comply with the f+�t o** drar►•rngs gyrp-cawto prirtsar ovtbr plyw►oo4 wb. 0llittl� 09610 SUSPENDED ACCOUSTiC TILE - Smm*e Alum floor. Prkw to Application Ad ad voids and hobs. boatel and phurAling pipes and joist cavities behind rim joist AND SUSPENSION SYSTEM ---- -_.._ _.._ � 1. Cethvg system ales!1 be anchored to resist seismic forceea ( OSSC', I. Every quest room to be provided with a smoke alarm Note, The budding ttltaaust be hes W to 30 dorm for two days place the vapor barna coi the warns side and lap the fttnIPs 1-HOUR RA"Z"ED ASSEMBLY Sov-bon 16.102 and Table 16-0). ;' N located on the oeiliing and powered by building wiring atdnimum prior to appt+icadan and for at least 14 flays altar am the muds, plaster,joist AM staple tight to fbrm a contituious USO rale T-399 oneni-fissured 2' x 4'x 1/2" STC 40 - 44, Firecode 2. Pro, elle suspension wuu not srsaDa than No 12 gauge spaced systastr mWication. Adopda vetiladon mot be prcmided tovaor pbarrier. Ceiling insulation to be blown-in or craft 11" s-A flame speed at ►'441" on center , pentreter wires on terminal ends of'cum and 3esn toistwv samVed during ourft of gyp�e. Iniad *as*as or minora! fiber flex',*blanket inrulation. Under floor Suspmsion nwrribers "USO" 003N DXl DXI.A Fire rated accoustical win lunnears at a MaxanUfft&1* from each wall . four no 12 gauge r r to 20 nein. assemblies. craft flexed fiber insulation at crawl tik suspension em. wirers 90 dos oat flow each uthar at an angle not exceeding r. All en(exnor comc4v doors t►E after gypsum board ems. irautateooar. les b0 aR gl�ser► spenaur alryat ► 2. Doors 4hrougi., 2hr, fire walla to be 11/2 hr usernblka spaces and iaee 4ead w 0h under float support ",am as required 45 depress ft= pWr of tW c Wog with a aunt cwtoW and t a MW self closing, actuated by aexeke detectors. 04245 MASONRY/STONE VENEER 5 OR LLM to keep Kurulation in place. At ooncrete floor slabs of 03250 GYPSUM BOARD: � founding to the strnsou"mandbers mapportiag the floor or roof �. "Door antes" To apply to aH doors THIt�KNI` S atlOaJuJ�ea wase use rigiA irtsulatic►re of eaxttudrd styrofoam or Use 5/8" type x gypsum board with tapered edges at interior shove sal spor�ad 12" de in both dwctiorta starting 6'6ten ea>cb40 I. AN doors must be opa"le from the inside for . All masonry sad stone veneer to comply with UBC sect. 1403 other WXovdu u,w+lation board The R rrtinto +ire as set fourth wWh and ceilings. Use 518" x flrea resistive greeri board � Mead . imrmoxiiate exit without the use of a key, special All mtsonry veneer tour feet or less in height dons adjacent grand In the tabic bele w. at toilet room wells Nails, ce tent and reinforcing tape to be !I k,now�iexl e;of eflti�rt. SOUND INSULATION: milled as recorrrender3 D board manufacturer for installation. -�-•� . -_ _r----_^._ ___._,__ ,,-�. r------_� � .r,�:u g elevation or if atttta~ror application four fee oft'ftres:ah flag ars be �� Pr y -- �..r �~•�..__ 2. Fir+swail Boars+o have latch mecharriarm only, not hire% exempted floor: provisions of UBC 1403 if approved by building Friction At glass or mineral fiber insulation biilankets, tabled At exterior sofiita and ceilings use exterior ceiling board lock�rble from either side. official. Masonry or stone units to be installed m psr UHC fix sound inawlstion thickness as shovm on drawings. Tightly 5/s' type x install ar per manufWurm specification. Verify 3. All ttnibb hrudware which servo',flea rated dcx,r 0 • section 1403.6.4.2. Wa11 ties shall be oorrcr;skc a reaastaft, aro! fit all voids. Cut arinf fit around all swiihar and outlets finish with owner. ' assemblies must be fire rated finish hardware. If made A•om ahem mef 1, shalt have a mininnun tht•*tees of 0.030" Spray seas at all outsets. Rigid board insulation un extruded 09660 RESTLIFNT FLOORING: ViElettrksai (no 22 Salvendzed ,Meet gap) by 3/4" or, if of wire shallha,ne a p_1L_ ylake foam, rigid board 2" thick. "Styrofoarn "SH board or Material sheet vinyl- 0 071" thick, colors selected flom mfgr'r - �J 1. EXCAusive: Shy entrsna dow, all exit doarrt and min. diameter of 0.148" ( no. 9I3,W. gage). Wali ties dull be approved egwi. Use rigid board in totally cono"Jed spaces. standard patterns Mays of acc 's thereto must have alectrially i11um- graced so as Trot to support more than two Aquare fast of wall Rubber baso- 4" high, co:ors from mfges standard colors. ----- inated exit signs with w/letters not less than 6" in am bort stall not be more than twee feet on center horizontally. Adhesive as supplied by vinyl and rut. a base manufacturers 11 � ► we� h@W% w/ prinripal etrokess not lea than 3/4" wide. In seismes seismic ren3 and 4 will ties shall haw, a lip or hook on the ZNIMY CONSERVATION for product furniahead. Bn9�� Mlp Boit ways to be ithiminated art sl! bases w/lignt 1Prescriptive compliance ptth 1 to be used 096x3 CARPETING: tenft eectenJeed leg that will extgage or enclose a lmtixorttai joint dein- r. intensity of not less than I- . candk measured at .2. Wind"-w• area ,i limit. Carpet and pad selected by owner. floor. Exit signs to be illuminated w/2 eiectr'ic �t wire having a diaameter of 0.1 alY" (no 9 B.W. gage) 3. Windaw Gigs LT- 0.40 supply j 8 p I� � a' or equivalent. INN joint re infomanient than be Dontirsuotas with Installer to sat h joint �.erial, nailing strips and reducer ���o� I--y f,;- I Wraps, one to fighting circuit 81: the other by 4. Doors other thain amain entry U'- 0.2Q krips for joints at tile and vinyl flooring. ' sat which must also provide butt splices between ties pet-neitted S. Msun entry door, maximum 24 @ U=0.54 I � P PPIY P r9v sq. �. a.�900 lhAI1V'I'ThiG AT Lr.XTERIOR. � f 1 sumpennd cy illumination for the ways of exit. Floor 95W1 STRUCTURAL METAL FRAMING 6. Wall insulation -•----------•_-�.--- R-21 Iron asteel - 1 coat metal primer 2 coats exterior alkyd- �= - 3�� a _ NV 1-�- ri rs structural notes. Vert an fl d ices 7. underfloor insuistion________________ R-25 laud exit signs an to be provided at irttea+ar eor do Seo ly r+at Rt the sartttrsl semigloss exrrsreecl paint, sold be illuminated as altbov- bottom of sign %hall structural nw"bers specified and provided. Not*engineer of 8. flat cellings -------------- ---------- R-38 (ihtv-e;niza. metal - 1 coat gaJvenized iron primer, 2 coca not be lets than six inches or ,,tore than eight inches any discrepanciestror`,%r6 fabrication. Fabriaatiems to be eon- 9. Vsuted Aelings- ---____..____.-.w R-30 exterior alkyd semi - gloss enamel 1iJ ICj ofd 0*floor. low signs at doors shall be mounted on sealed in walls, caeilingk exodra &hail be designed to do so.. 10. Skylight glass U=0,50 J / / exit door or be mounted adjacent to the door with X1105 METAL FABRICATIONS 11. Skyligh area limited to 2% of floor area. 400147 closest edge within four inches of door flame. Use new mato;'As conforming to sixes and shapes shown on the 12. Basement R-21 14240 HYDRAULIC ELEVATOR: All electrical equip. sit appliances to be U.L. (or other drawings. Exterkw metals to be galven zed. A11 exposed 13. Slab floor -cage insulation---------- R-1 S � i *DOVER' ora raved Madel = Fleetwood 21-H. (2,SOQiha�e,) nati"Ity recongnized teeing agecacy) listed and must be weilding to be neat and continuous, grind all exposed surfkces smooth 14. Forced air duct' insulation------------- R-8 PP installed in strict corsfocmit w/the MFC}R's installation SO FPH, Simplex operation, oil hydraulic, 5' - 8" x 4' - 3" clear y cab, 3' - b x ?" - 0 Door, Dover DLP-I ab. Options Electronic irm duction 06001 ROUGH CARPENTRY doors with sexncirng device, fan, hall lantern & gong. Provide � � v�' See structural notes. Provide lumber with moisture content of ROOFING Staten of J�Fc°�cx�.-_� approved handicapped signal and -- Ara;hitec�t 80 shingles to be used with a class "A" rating centro! package. Power 3-phase, 60 hertz. Instaellaeion to �8�• -•-x'� Tom'� �-', cel cx- �... Mbteilrt>.eotss no more than 19'%x. All lumber delivered to site must have proper « t - or u approved with a minimum class B rating. Roof conform to state wid local codes. Install approved listed 1. Each bedroom to have at !cast one; window w/max. 44" grade stamp. Joist and flrnrining anchors 'Simpson or Bowman" flslt to be 1- lacvaer of 15alt. � .% sip height above;floor. or roved Nails a on the strtutt• » smoke detector far elevator recall purposes in elevator lobby (�. N approved required Mgapiy roofing to be a EPDM roof system with a minimum 2. Provide combustion sur inlet for flreplaor+s and stoves oral notes. At joist hangers un nails u req�.aired by m m- " slur entrance arca and asalaaiciated machine rQ4)m. Standby !�e9wexr - class B rating. as UBC 3003. Elevator to accomodate a wheel-chair. \ per UHC sed. 3102.5.4 88. for flctory built fire places duh,•. Vt galy hangm at vqx* l locations. Lag � --v-- � 7 r ea. W � 074150 gIDING: iI I i Except at main entrance level sate approval saga will be posted and per sect. 3102. .16 for masonry fireplaces, sa mv,% bolts, nuts, washers as per shuctw&I tomes. sod Siding as car,tled out on drawings i lit-- - 3 Tub and shower recess to have 5/8" waterproof gypsum oorrtstAt with concrete, maa�►to be pressure treated to asc2eieewe adjacent to each ernervator all station which will indicate that in -^----- _---' • and sheets as required. Provide with matchi I, i Irilrr��r STRUCTURAL NOTES DIVISION ONE - GENERAL �IY181Q1�i_1V_01.JUTLW0J L{ A. M AL A. CIZARIN AIID LAYATY4IYu. i 'These specifications are general in nature and are intended to set minimum 1. Re0ew requirements for protecting existing: vegetation befog► stag+ of work (,e g 2. All concrete to he provided by a ready mix plant with an estahlish&' quality control T All exterior walls must have at least double top plates which lap a minimum of o standards for construction materials Workmanship shall be controlled at good trees) prograrn and standard deviation data in compliance wit's AC'I req..uirements Prior 4'-0" between splices with at least (R) 16d nails through both plates each side: of quality by the General Contractor 2 Notify Architect/Engineer immediately if urnisusl c,,nditione, are encountered. to placement of concrete, provide mix design for each type of concrete, clearly splice 2 This structure and all its parts must be adequately braced against wind, lateral 3. Utilize straight edged bucket to excavate footings, piers and slabs to minimize labeled as to the area of proposed use. Prior to placerie r,t of concrete., provide 8 Double all joists under all parallel partitions earth and seismic forces until the permanent lateral force resisting systems have soil disturban,v Clean all footing excavations )11cose mrsteritl by hand. Do not mix design for each type of concrete, clearly labeled a.a to the area of proposed 9 All 3x or less (least dimension) to have maximum moisture content of 196/6 been constructed and all attachments and conne-�ttons necessary for the, stability excavate closer than 1.-to-1 slope he,,ow base of Footings unless approved by use 10. All floor joists and will plates shall be kiln-dried to minimize shrinkage of the stnicture and its parts have been made. Engineer 3 Use type I cement, per ASTM C-150 unless otherAise approved. 11. All lumber in contact with concrete mutt be pressure-treated 1 Engineer has aot peen retained to provide any services related to job site safley 4. All over-excavation shall be ba4kfilled and co npa,,.ted As "engineered fill" or with 4. Aggregate ASTM C33 size to bs 1-1/2" minus for slabs on grade. All other 12. All lumbar and plywood delivered to the site shall be piled off th- ground and precautuions, or to review the means, methods, techniques, sequences, and concrete to same specificationsias fcx�jting cnacrett concrete may use 3/4" maximum size aggregate. Leo sal use 3/4"-minus - -regate protected Against weather. operations of construction Cngineers work is limitead to the design of work in slabs grade 13. Cutting and notching of joists not allowed A one inch-diameter hole may be described herein 8 19j,L MA'rLrgL ��, � 5. Air entrainment (AE) shall cornpiy with ASTM C-260 and shell be used only drilled in t!w center one-third of the member depth. All other holes to he 4 Contractor shall verify all dimensions, elevations, and conditions on drawings and l All fill and backfill place in the buileding arra and t,en ath pave, surfaces shall be where specified and/or approved by Engineer appr-wed by the Engineer in field. Coordinate locations of openings through floors, roof, and walls with densely compacted as per soils report. Such filling raid backfilling should be 6. Akvelerators Pozzotec 20 non-chloride for components exposed to ,weather in 14. Connectors architectural, mechanical, and electrical plans. Notify Architect/Engineer of any accomplished atter prerolling within the .•uilding, and wirkdng areas or following the completed structure (walls, exterior pawr,ng, etc.) Calcium chloride in the 14.1. Tie straps, framing anchors, hangers, stitnips, column caps column bases, etc. discreparscies. Do not scale information from drawings overexcavations in footing areas. The ttructura'; fill siioeud be placed in loose interior slabs on grade. Quantity (dosage) to bt determined by Contractor and to he "Simpson" or equal, or As detailed. ?rime goat miscellaneous steel i -i I i I' arv!) thorot h Win acted to a approved by Engineer prior to ute. Fully nail according to manufacturer's schedule using largest size shown 5 Site inspections or observations are iffil provided by Engineer's unless spec, Tical y tuft& not exceeding eight taches rn etre .peas g IY p ►. All beams and joists not bearing on another member to connect with *U"-type arranged by separate written contract. dense, non-yielding state. A density equal to n„t least S i-percent must �e achieved 1 g pe 6 Mechanical equipment, mechanics// and sprinkler piping larger than 2" diameter, for all fill placed on the site DJ[Y 10N VY,_--MZTAL hanger unless otherwise noted or any other items producing a hanger load over 5(4 shall be hung by a system 2. Structural fill should consist of reasor,ably well-graded sand, sand and gravel or 14.2. Nailing-All Haile specitw-A in the plans to be "common" nails unless otherwise d Table 23-I- ruilin schedule approved b the En infer An hanger producing A load over 200# shall have crushed rock To facilitate retro acti)n, particular! dui wet weather A. GLNLRAL noted. all nailing shall comply with U' C Q g PP Y S Y A P g P Y �1 � i, � . additional framing installed to trarufer such load to the main structural members. conditions,rhe� fines content of any soil used as structure I fill shall be limited to l. All structural member?,to be fabricated and supplied in accordance with AISC I Obtain Engineer's approval of all proprietary Halling systems. Design Criteriin addition to the deed load, the following loads and allowables less than five percent standards, latest edition Submit shop drawings of columns and miscellaneous a � steel. 14.3. Nair+ at roof decks end idl power-driven fasteners shall be driven so heAds are !� � were used for design, with live loads reduced per UBC ; � B. HAT'T.RLWi flush with or slightly recessed in surface Check and resink if needed Roof __ -__ _�5 psf snow plus drift effects 1g[ON 11-111HILL .. NCRLMAN]I2_M 1. Structura; steed W,F. columns shall be ASTM A-572 Grade 50, other satandard immediately before roofing Floor Corridors, Stairs 100 psf L.L. �►, 1SERAL shapes to he ASTM A-36, 15. Lag Bolt Installation. Q Hotel Rooms psf L.L. I. All work to comply with ACI codes and standards 2. Pipe' Welded and winless pipe ASTM A-53. 15.1 The /tad hole for the shank shall have the same diameter as the shank, and - Parkin __.__ _-_._.S0 of L.L. 2. At areas of depressions for slabs and beams, provide minimum thickness of depth 3. Structural v ibing to be ASTM A-500 Grade B Fy - 45 ksi the sarvie depth m the length of the unthreaded shank. Parking _ _, p 4 Light gauge steal 10 gauges :.nd heavier ahs•;! be formed from steel of ASTM A57 ;S.? The lead hole for the threaded portion shall have a diameter equal to 70- Sidewalks and Driveways______.250 psf L.M.. I, I1 as for adjacent areas. mph exposure . _ 3. Non-shrink grout ahall conform to ASTM C-1107 and Cotps of Engineers Orade I) with Fy - 50 kai. Light gauge steel 18 Rause s►welIw1hi__; ;,;„ui oe formed percent .," Is;rank diameter and a length equal ,o at least the length of the Seismic--__. _.______________- zone speeeification CDR - 62Lgrout sW1 have a specified compressive strength at from AN %'iv► .�.�� ! Or�rl�s C -.�,*;i�a Fy � 37 ksi. Detail and fabricate light gauge threaded portion, c steel AISI Standards. 15.3. The threaded portion of then screw shall be inserted in its lead hole b turriin ! .Soil Bearing �___.______ 0� ,�psf' DL + LL. twenty-eip�it days of 5000 psi. Progrounting of baso plana is not permitted Par Po y g 4. Mote: At all interior well conditions use 5/8" Kwik Bolts w/rninimurn 5 1/2" S. Beam-to-beam and beanie-to-whimn connections should develop the load with a wrench, not try driving with a hammer Soap or other lubricant may f Its. LS212�.�iAZYIJ_STANII?AR13S irtnbetiment at spacings shown for anchor bots. catryiing capacity of the connected beam on the basis of equivalent unifrom loads be use on the screws or in the lead hole to facilitate insertion and prevent i. Uni`�rm Building Code - 1994 Edition as amended by the State of _ given in Part 2 (Beams& Girders) of the AISC Manual. A minimum shear capcity damge to the screw. l 2. Contractor to comply with al, state and local codes, ordinances, and standar&. p. g $R.A�-��q�I� of 12 kips shall be provided for beams 8 to 10-inches deep and 8 kips for beams 3. Materia) acid design specifications cited htvein shall be those conforming to the 1. Contractor shall be solely responsible for providing the necessary formwork and lets than 8-inches. The reactions given on the drawing supersede this not? B. wlOD C-HORD FLyoon wirB 101315 ' version of the applicable specification or ctwic most recendy adopted by the sharing suitable for the conditions involved and compatible with the finished 6. All structural steel-to-steel framing connections, unless noted otherwise, shall use 1. All TJPs shall be marufacturef and designed by Trus Joist Corporation or a prior �� 1 rmittin authority. These structural notes are to be used as a supplement to tsie ccs. A325X high-strenghth bolts with hardeinW washers washers on nut side of bolt. approved joist manufac�tturer to the following load requirements Pe gPP tpP�au specifications. 2. Ground forme' To the extent practical, all isolated footings should be " ground All anchor bolts and wood foaming connections may use ASTM A-307 bolts. 1.l. $Q�f:_,1.Q1m; ►�■rmr 4 All features of construction not fully shown shall be of the same type and fonned" or partially-ground formed. Clean all ground formed footings by Provide standard wuhera under bolt heads and nuts in contact with wood- t 1.1. 25 psf basic snow load plus drift loading as specified in appendix character as shown for similar conditions, subject to review by the Architect and hand and ase caution during concrete placing to avoid cave-ins. 7. Use 0.125"-diameter x 2 112" Rarnset at 2'-8" o.c, for attachment of wall plates to chapter 16 of the UBC � li Engineer-. 3. Chairs for reinforcing, steel shall be adequate to securely support and hold concrete floor unless otherwise noted. 1.1.2 10 psf dead load top chord g "T `1 reinforcing steel in place. For concrete slab on grade, reinforcing shall be 8. Drilled anchor bolts to be "Parabolt", "Kwikbolt" or approved equal 1.1.3. 5 psf dead load bottom chord �- ---� ?ted at not less than 1R" o.c. E.W. 9. Do not oversize drilled or punched holes with burning torch. 1.1.4 Allowable increase in wood member stresses due to duration of C. SHS?�LlI3t14'YIiY.�AND S11 supported � 1 Submit shop drawings of portions of the work indicated in individual sections of loading (t 5% maximum') G this specification Sumittah of items =indicated may or may not be reviewed C. RE I N PO KING C. WELQIIYG 2. Manufacturer shall furnish all end and intermediate stiffener, Blocking, and /or shear at Engineer's option Unless otherwise indicated, shop drawings shall be on the ! All reinforcing to be A615 Grade 60, except ties, stirrups and dowels to masonry 1 Welds shall be made using E79XX electrodes and shall be 3/16" minimum unless panels, metal bridging assemblies, and hangers as required to provide a complete following to be Grade 40 otherwise noted Welding shall by AWS certified welders Pre-qualifird welding floor or roof structural system. 1. 1. Prefabr�catcd str�ctureJ members (e g tnrsses, G i• or laminated members) 2. All weldtxl reinforcing steel, metal inserts and -onneections shall conform to procedures err_ to b' used unle+ss AWS quallifications are submitted to the 3 Shoe drawings and calculations shall he submitted Rad stamped by an Engineer 1.2. Reinforcing steel except for slabs on grade U.B.C. standard 19-2 Architect prior to fabrication registered in the State of ���r� r 1.3. Structural steel and miscellaneous steel 3. Mirimum reinforcing unless other%0se noted on plans: 2. Field Full-Penetration Welds 2 Submit one reproducible master copy of each sheet for review by Engineer. 3.1. Provide (2)05 x opening dimensions plus 4'-0" at Lich side of all openings 2.1 Good welding Drect cc must be foilowcd, incl.id;ng all the C. LIGHT MLTALT1.Krh )lw h .C,.1ED_"QD TIItIJSS�.S " " " requirements 1. Roof trusses shall be designed to the following load requirements: C Sheets Smaller than I 1 x 17 may be on white paper suita0e ibr copying and (2)# 4 x 4-0 diagonal bars At each corner of all slab openings greater e9 g g q " of AWS D: 1-94, such At qualified welders (5 V;, preheat (4 2), 1.1 25 psf basic snow load plus snow drift loading as specified in appendix Master copy will be stamped and returned to Cenral Contracior within two than 1'-6" in dimension weeks for copying and distribution. 3.2. Provide 2' -0" x 2' •0" bars at corners and intersections for walls and technique (section 4, party B, C and D), inspection (section 6 and and chapter 16 of the UBC. 3. Submittals to be provided prior to beginning fkbrici-,tion. General Contractor to Foundation equal in size and rnimt.er to horizontal reinforcing. section 8, part D) and the use of electrodes capable of depositing 1 2. SO psf dead load for joist top chord reviev and approve submittals before transmitting to Engineer for conformance 3.3. Provide(2) #4 continuous bars at top and bottom and at discontinuous notch-tough weld naettl,vich As found in AWS A5.1, 5.5,5.20 and 1.3. psf dead ioad for joist bottorN chord. with th /m e eans, methods, techniques, m quenees, and operations of constrvction, ands of elf walls. 5.29. 1.4. Wind uplift as specified in the 11BC. and safety precautions, all of which are the sole responsibility of the Contractor. 3.4. Place #4 bent dowels 1'-0" x 2'-0" at 48" o.c. for exterior wall to slab 2.2 Use weld tabs at beam flange corm!-o+:ions; after welding, rerriove the 2. Limit total 'load deflection to Ln40 and lives load deflection Ito U360. Contractor shall place. a review stamp, date and maks on master cAVy, connection. weld tabs and finiih to a smooth contour per 3.12.3 of AWS DI.1-94; 3. Trusses shall comply with U.B.C. Becton 2343 and the recommendations of the 2. vt F.' " in addition, remove the 'racking bar after welding, gouge root to Trusses P!Nte Ir ►titute. 1114. Engineer shall assurne that no shop drawing or related submittal comprises a 3.5. Provide#4 bent dowels at 24 o.c. (minimum) from exterior footings to variation unless Contractor advises Engineer otherwise via a written inatrament rtemwall. sound metal, we1:d bsickgouged region and finish wedding using a 4. Truss mamen ificturer shall furnish complete gineering shop drawings wi h � � � ti = which is acknowledged by Engineer in writing. if the shop drawings differ from 3.6 Provides dowels from footings to match vertical wall, pilaster and column reinforcing fillet weld, aa•.ording to 3.13.4 of AWS D1.1-94. registered professional engineer's 9W in the State of, ,�ation `,vele t &hall be ultrasonically totted as UBC Shop drawings shall include and accurate erection drawing indicatin locaton of • � i or add to the structural drtwinga, they shall bear the seal and signature of a reinforcing. 2.... Filed flet/-peenet ' 1y P� P g 8 8 • 4. All wall reinforcing 1 in wall unless shown otherwise on section 1703.1 each differing size or style or truss, all stay bracir{st Far truss compressive memhtrs Structural Engineer, registered In the State of _ icing to be placed center of u drav,angs, Extend reinforcingto within l of wall and osteo edges,g and required connections Indicate loads used in design, arrangement of fiwming . Z 0 D. ULCIAL I NSEEMON AND-TF.STS 5. Splices in wall and footing reinforcing shall be lapped thirty(30) diameteri os D. members and load transfer points to supporting structure. Show ail bearing aril I SpeciA! inspections and tests, as rsequired by Engineer or local jurisdictions, are to 2'- 0" , whichever is greater. Stagger splices at least 4'4" at alternate bars 1. Shop prime all exposed cnufavts (not be be embedded inconcrete) with gray oxide anchorage details, all connectors used, all bridging and bracing required including Ode w be performed by ate independent testis en and aid for b the Owner 6. 1.a all bars a minimum of thin 30 diameters or T-0" whichever is eater, and Primer connections to trusses or supporting structure P eP B agency P Y P Y ( ) Do paint metals within I-inch of areas to be welded. 5. Truss manufacturer &IhAl deet/ and furnish all wood framing connections necessary Contractor to verify requirements for thecae with the Engineer prior to beginning 1r tggeK splices at least 4'-0" from each other at alternate baa. 2. not P f� n ice ar.d t 7 Reinforcing st I f iced in accordance with A.C. . 3. Touch up paint in field at welds or location where paint has been removed or to transmit design loads including seismic, and wind to the bearing and shear wall • '' protect and be responsible for contacting agency with adequate prior of o eel shall be detailed, fabricated and placed allow full access to work. The following special inspections are required As well 315 detail manual. damaged. supports. All connection plates shall develop the fiat stress in the member with a as where noted in individual sections of specifications. 7.1. All reinforcing steel shall be accurately and securely placed. 4. Any steel inserts prot-ading from concrete work to be ground flush, primed and minimum transfer at any member of 2000 pounds 1.1 Special inspection required during the taking of test specimens and 7.2. Splay reinforcing steel around o emirs with F in 10" splay, unless noted painted 6, Connect all trusses to supporting members with (1) Simpson H2,s connection and placing of all reinforced econcreite except slabs on grade o&erw�ise. 5. All steel permanently exposed to weather shall be hot-dipped galvanized as (3) 1O toe-nails unless otherwise shown. 1 2 Special inspection required of all concrete reinfarctmttnt prior to 7.3. %nimum cover from concrete surfaces to reinforcing steel shall be ASTM A385-80 and ASTM A!53-82. Repair damaged hot-dip galvanized 7. Truss ms.^.u%. cturer shall subunit ce r-tifii aces from an independent testing agency concrete placement, except slab on grade reinforcement. 7.3.1. 3" +/- 1/2" to bottom of footing coatings (e,g. area.3 tround weidyxl connections) with zinc-rich paints in that All trusses delivered to jobsite conforms to approved shop drawings. Costs of 1.3 Special inspection requ!red of all structural welding unless welding is 7.3.2. 2" +/- 1/4" to earth fence of wa!l accordance with ASTM A780-80. all test certificates shall be borne by the truss manufacturer done in an approved fabricators shop. Special inspection of welding may 71,3_'-i 1 i/2" +/- 1/4" to inside face of wall DYISjOS126rARP ENTRY be performed on a periodic basis per U.B.C. Section 1?01 5 ' I, 5.2, 5.3 e. Reinforcement bars shall not be tack welded, welded, heated c;r cut, un!ess D. IIII. WOODS 1.4 Special inspection required of all drilled, ex ox anchors in concrete or indicated on the contract documents or roved b the Structural Engineer g���,g c� � 1. All plywood sheathing shall be CD grade, exposure 1, unless otherwise noted, P�� � e9 P Y PP Y >� A. masonary. 9. Sleeves, openings, conduit and other embedded hems not shown on the structural 1 Lumber species and grades to be an follows unless otherwise: shown on plans with exterior glue manufactured in accordance with U.S, product standard 2 Provide Engineer with copy of all inspection reports, drawing: shall be approved by the Structural Engineer besfom pouring. ElwArical (WCLD or, WWP Rule 16). 23 PS 1-83/ANSI A 199.1, UBC standard 23-2, vvJ bear the A.P.A. 3 Testis performed at Contractors' option to be aid for b Contractor conduit shall b . alced near center of slab . trademark of the American Plywood 8 P� P P Y P 1.1. Joists, �R stringers Douglass firlt2 unless cthetwist noted 10. All welded wire fabric shall conform to ASTM Specification A-185-91 and shall 1.2. 6" nom. and greater beams t;, TFMP'ORARY�ISACIMG b., supplied and laid in flat sheets. Chair to proper position in slab. Lep one (l) stringers Dnuot._a fir µ1 1.1 Rcntf sheathing 5/8" Index 40/1.0 ! Contractor shAll be solely responsible for the structural stability during full mesh phis 2" on ,sie+ees and ends. 1.3. Bucks, blocking, bridging, dt 1.2. Floor sheathing 3/4" Index 48/24 construction D. C0ffMTL.=•AN MATLt'RIA,R;q Misr. Douglas or Flem fir 03 or better '•.3 Wall sheathinit 1/2" index 32../16 The structure iho�vn on the drawings his been designed for stability 1 %�;;;;;;,u�n Mix Reequire*enets: 1 .4. Stripping Douglas fir #3 or better 2. Install roof and Floor sheathing with long dimension poe"ndicular to svpports under the finAl configuration only. MINIMUM IvITdiMUM 1 .5 2 x 4 Study D F "stu&" or "standard" or better and staggei end joints (unless noted otherwise in drawings), layout plywood Contractor shall consider conatruction loads whenever such loads ar-; in excess of COMPR ESSiVE SLUMP CEMENT 1.6. 2 x 6 Studs Douglas fir #2 to eliminate any width less than 1%0" Use spacer to provide 1/8" end and normal design loads.Particular attention should be given to concent»ted loads on LOCA110N i3III(E- Lia CONIEN1 A D M MURES 1 7. Sills, ledgers, plates, etc Pressure-treated Douglas fir#2 or better edge joints, including tongue and groove joints. roof and floor from such items as workman, wheel loads, storage of material, etc. Footings 3000 psi 0-5" 5 SAcks NONE 1 .8. Post and sawn columns Douglas fir # 1 3 Shearwall sheathing must be blocked with 2 x 4 flat blocking At all edges. Contractor shall be solely responsible for all shoring, bracing, and cribbing slabs on grade 2. Ofularn beams Fb - 2400 psi per AITC 117 spmifrie ation Block roof or floor sheathing, where noted on drawings. required to support such construction loads (interior) 3500 psi 2-4" 5 1/2 sacks WRA , C C. 2.1 Simple Spans Combination 24F-V3 Slabs on grade 2.2 Cantilever Spans Combination 24F-VR (exterior) 30M psi 24" 5 sacks WRA, AE 2.3. Columns Combination 10, industrial appearance; � Walls and columns 3000psi 24" S sacks WRAMT20 3. Provide standard 1600 foot radius camber for all glulam beams unless otherwise SHEET NO. Milwlaneous 3000 psi 0.5" 5 sacks WRA noted. 4. Sli ovwall gypsum board and she.Athing shall 1-.* applied directly to wood steads 1.1 Slump exceWing specifleed limits shall not be inunporateed in the with stitUered end joints and nailed as per shesarwall se:heAule. (Conformance with project except by written approvi I fmm engirseer. ASTM C-36-7, A ASTIM C794S is required) 1.2 WRA a water reducing agent 5. Sheathing on sheearwalls ++hall not be intemrupted by any wall butting wo the 1.3. AE -air entrainment ,tliestrwall. 1.4. CC-up to 1 1/2%calcium chlor do allowed during cold weather. 6. Wall sheathing shall be cadged nailed to alt holdown members and to the OF .12•Z 1.3 PT20- Pronotee 20 required The concrete plt,aed below 40 degrees F. fbundatiur. mud-sill. Srry 7-0041 ` 16105 SW Pacific Hwy R 26 of 29 f +-. pllr' y .. .._ ti' P"!f'•Y 'A'A"M"x?M9'b'lIfi7111ris iy .. ,•...,... PP wNRdfr, "MI�M!!iMM"�"C'!'INf"1!4r. «.www.ie,.,.,,.«,.s•v�►,r,,,.,...r..r.4M#sM ",. ',,,.,,,,,-._-,r...._....«.,...�...a,..ria�C.:.T .,+w�rrliwlNF"' ._..._...,.�a „way.w.s..w•r...aac ,-.........--.-...�....-........_.,,_..,». _...- �- --.. __..,...HtP' iillliillliflllll � IIIItI � 11T11Ti 1 & 1111 l lllllllllltlllllll111T11i11 111I1111I111111i1 ! I �. IF THIS DOCUMENT IS LESS �j � I � � I � iI � I � I � I � I � 1J1 lel I � 1j�T 1 � 1 � � � I � I � III � I 1111 all l � 1111 LEGIBLE THAN THIS NOTATION 1 I I 4 6 ____� _ r IT IS DUF To THE QUALITY OF No.90 THE ORI G I NAL DOCUMENT. - _ - -- -----r --- -- - OZ 8T T - - --- �_ -- - E 8Z 8T. GZ 9Z �Z Ib�Z FT �S Z I gT Gi 9T 4T 6�T AS1I �ZT T�T �T �8 t3 L ��8 4 fTi.,c,,,,i IIIIIIIIIIIIII IIII�WII •�, a 1'.' IfA 8'•• Y'• .RI •.. , ' i �'...r , J .,'il....:-' ... `.••.. ..., e ", n, fi ,1.1 .4' 1' , p p 'C'�' Yom. •a,.•,' +. k • � Y�I��.- l�l A. {I .:�. tp ,4 •I A ,iqu ,'t.. di YN'.'•,0_'_.TSr•.:. 1 I S.t .:"Y•' 'H. ., Ate.1 -/.'.I 1t y e a .. 1 • ry � s. r. 1. se*, y&, s:i• . ,i . a'' G''1 M""jiL� ,� r `•x,t t »+"• '7- u m, r •r },: e W r 1 - 4 !'i i6;1� �ti' .. .1 '' tr i. M�� • i v o ' ...r.• r'4+1, 6',"�'` `g-1� �y +fit � '4 .�. .� ,�, .. , ,, ,".. ,.,,• j :d�Q�' +., r3., a .::.. yk r rA ,y .. a MIN 1 vp ro .1<'VI,. ea:1n: '. - _'wf` •*! .t 5 rr,�fl�1 ( `, U EDGE NAIL SHTHG. HOL DOWN MEMBER ------� �^ -` Com/ TO HOEDOWN MEMBER SEE SHEARWALL SCHEDULE FOR 517.E TROWEL SMOOTH TOP OF FOOTING FOR SOLID BASE PLA fE BEARING OR PROVIDE ' 1/2" NON-SHRINK GROUT (f c = 5000 PSI) UNDER BASE PLATE WI TO DOUBLE NUTS FOR LEVELING. SiMPSON HOEDOWN -`--__•�r TS COLUMN - SEE. PLAN 2 X 6 PRESSURE 4" CONC. SLAB ON 2" SAND W/ BRG, PLATES 3/4' BEARING PLATE WITH (4) 3/4' DIA, TREATED SILL '�� 6 MIL VISQUEEN VAPOR BARRIER = INSTALL PER MFR.(2) DRILLED ANCHOR BOL C (PAF?ABOLTS#49 CONTINt101 ij __�_� 6" COMPACTED FILL & GEN. NOTES 2 1/8"" FOR HD6A do HD8A i 1/2" PLYWU. OVER 1 1/2" FOR HTT22 OR EQUAL) J.CI.N. IN SCHEDULE /i 2 X 4 STI)DS ATI 16" O.C. FINGER--TIGHT FLUS / 1/4 i 2 X 4 DFL �!2 PRE URt. /-__ F �-'-" / .1.) TREATED SILL W ' / 1/2 TURN W/ WRENCH. c,1 O 0 / PEEN THREADS . a J a S-� F 5/S" DIA X, 6" (:MB. CONTINUOUS REBAR j AFTER TIGHTENED � j b R 1-40 i C - PARAHOLT_, TIED TO T h B OF I � � (_ -""- v � _ ANCHOR BOLT � FOR H08A ONLY, 1/Z GAP 0 0 I ° °° �,�„ - TO ALLOW FOR PRETENS'iNiNG -J ° TO MINIMIZE CONNECTrR SLIP r•w cr 8" THK. CONC. WALL .• • _' a �, w �+ cy IV 14 #4 DOWEL.!; AT 24" O.C. W/ 8" DEPTH f(2) #4s CONTINUOUS �/ 1 , " z, oz SrMP. ST A6 BOLT OR - / 16 (MIN.) EMBEDMENT � . ' �� ->�-------�-- ,`' A36 THREADED ROD • f � _ , - _ •� _ - ' W/ NUT AND 2" SQ. X c 7 I a (2) #4 CONT. -r _ 1/4" THI". WASHER i w ) iL� .o.i.�.. �..r� • �� .jam - .a�� r (w� T & B INTO FOGTING STEMWALL. (n � ae 18" WIDE X 14" DEEP tY o 2 CORRIDOR R'T'G. FOUNDATION DETAIL _-•._.____�� �_�__ _ SCALE: 3/4".1'-d' SCAM, 3/4"•1'-CP 3 HOLDOWN DETAIL_ 1 SCALE: 1 1/r a 1-T i 4 STL_. COLUMN/FOOTING • t 1n III SCALE: 1'-1'-0" ik _ 03 �' o Y _ --- a x a CEDARrd-1APED1 a Q 'APO RAIL 7 0 U I /Ia" x 3/4• STEEL TAM TOP RAIL 1117.6G STEEL TUL„E A4 VERT.SL""ORT AT`'-C" OG. b .• T; WALL ,-3/a•ba•TeEL TUBE 'EE PLAN � 1 Y M x4it�IAR -- , DETL,EEN MATCH WAL.1 �" ABOVE cadC� PEiNf ORCING 1_0" ____ __ 1 -0 I � I ' II I I I ` or w MIN. � 'T' -- � °✓a - 1/1• �LT6 I�I-=i�1���I--1 1I _.. . i S L"COL W/ ----� f .°x s°STEEL PLATE I ' INTO TOP OF IMALL �I 1 1—I + i 1 i I– Ir 3!4 THK. BASE _ _ _ S"AT l�+GH SIJPP�JRT _�I "O" DAIS NOTES 'LATE & (2) ( I I—I 1�—f ! _ �L rrl,>Jc� T WAIS(. 3/4" A. BOLTS 1. SEE WALL SECTIONS FOR FOOTING . W SIZE AND REINFORCING. 2. SEE FOUNDATION PLAN FOR STEP LOCATIONS. I 'N" BAM !I F'c -i- Fy 6 00000 PSI I 1 T"e` a■� T FTG. 1� `— �_ �. ____ _. ___. ____ __.-. EF.P. - _ • 35 pct' ( I SEE PLAN ° , '- C 1311afflo) 0�5 •o• BAM . 's GRADE - I _ y y- 4 kolalz . u" oG. E!EYAT 101V COtIrACTEO 411RAVEL UP TO c 2/4 WALL NT.LW _.._ . .. .. ' I I,_ I I`i I I=-1 ( , 12"12" coNc. PIER w/ ' DRAIN TIL•. RETAINING WALL 5C>4EDU ' LE _._ .. .. ._.. ., _. . (4) 12 BOWELS AND #3 P TIES AT 2 1/2" T & Ij D 11"IEN;3l ONS 3TEE L AND 8" O.C. REM. �I �-- — -----�-- - 7 N _. _. .r I I` AT d-m" o c. — W ,4 T _D Y - F/ FTG. _ I I 1 —I �� „P,,, 1 b,_o. ar_b,. 4r, /� •/ I' •L!• _ •" 1" b" NO OG *4 Is, OG_ NOPE p. No M • 16" OAC.. 04 • la"O.G. NGNE /_ DN. PLAN I • I SEE - --121,121, Iso 4b . 1s• oc .4b•oc � . a"_o_:.._ r.•• FOR FG. SIZE . c 0 .__ W No - n•oc. . la"or_. a'-•• 4 E---- UNDISTURBED =I �=-, I , — rsr- .7 A° e"b,_�• s . r."Or_ v • EARTH L .� J b !'._1 I '—• I e-e• i•o a„ •. u„ �+o o a oc oc . w"oc. 4'-0" - -_ -_ 10'-0r. 61-0" 6» 8" p" .gs It .,$•O.G. *b . n" Or– _ ro� i Doo O w--- 6•GGMIPAC= MATCH FOOTING 4� �� ,����; n „G� n� `�� i REINFORCING '-0" UWA�LL :KEY _.,�cow. C,ANTILEVEVSG_F'tET!_4INING WALL NOTES: ° "h 1'-a" v . la" (••Hoa ) - 6A IMLL IN UELL DKIED SOIL. WIAHL'f 1 – w – ` »T • TEXPANSe2 SOIL UWLI RIt.IWIEA IA b�'ELIAI GESK*N 4AdED ON THOS! SOILS rfiOPBRTI&s. MIN. • No 604C1.14R;X IOADMti UNTWIN 4-O" Cr WALL ALLCUaD �– L. COL. AT EXT. WALL ----._____-� • DO NOT ft ACE COMPARTED W"VEL ON U,ET "61-010" 601L • DO NOT bAtW ILL lNTil. CONCRETE NAS 4A.4VD as-DAt STPWW*TN SCALE: 1".1'-C" 5 c:ANTILr=VERED RETAINING UJALL5 � TINC�i STEP 7_ SCALE: 1" 1'-T _ _ S8 NO Sr-ALL a 1 SHEET NO. f- SI.1.9 -0041 16105 SW Pacific IIWy27 of'29 L: r .,.yam. .. ., , - •::::,... ' YM�MMIL►aY'r.Mlr�w+N+,rw'WIMnMwn w oatiwr........w,. y . . ..»..._.......-..........,:.•..>...........« ,,.«.....•..........._.- •-....,___._.:.. ' - pt,. '.z - '`':., ..., .'t..sa."_. .-;:`r, ..,}- , '' f •}i� -.i 1.' I1-�".. il:k VOW -a:: r.'..r•. IF THIS DOCUMFNT IS LFSS Ilf III II11I III III III I I III III III JjjI ill III 1111 111 IIl III 111 I LII) III III III III III III I I III III III III III 111 111 1 1 T1T 111 111 111 ill 111 1111111 III III III I I LFGIBLF THAN THIS NOTATION, I I 11 _I -I`I �1-- J�- - � 4� - `-'1 --I .�- �-I- - I �_ 1T I� DUE TO THP QUALITY OF 11 II11 � l � � � g1 � � � � ii�ilil 9111111 �lNioll.�3i6ln�Iin�llll Iili IIS"� (JI - f ,�Lf I J ��� TNR ORIGINAL DOCUMENT. ll�llI �iII�II►1i Jl,�iii� ll��ii�iii�9I, 11111111111i1IilllIIIIIIIIIIIiII'l IIIIIIl IIINII - . r .... :..., _.'F'�' �_..�-r _ : ... _ a� yty����C^� T TC � 3.:�Y.-l.R['.1.`� :ii^..5.-�' .._1....(." • y __ _ ! V r� .r r MIN laws 24 BLKG 1110 6'-0" O.C. (NIST REG'U _ - WHCN GADLE END-1RUSS IS LESS \ �y _ I �' THAN !S -"O' TALL) ROOF TRUSSES 112" PLYWD. OVER�� � End o 4" O.C. r AT 25" O.G. 8.N 1" GYP. CRETE OVER 2 X 4 STUDS AT EA. BLOCK 3/4" T & G PLYWOOD� 1 S'" 0,C. _ -•- -� �.�. pU IST BREAK PLYWp. -•- � � PATTkRN AT CORRIDORS PL 1'111C>t�D -- s:41EATHING ---- GABLE END-TRUSS 'EaW 1004" o c. �.�. W/ xa vE 4TH 024" i��� ff 3 8 PLY. A' 8d at >50LID l9L�G 6� UC EDGES, 12" iN � �• r E FIELD (BLOCK EDG17S) &' 1 Ib�" 0 6"o.c.. -- bR1F?8( 1 "LSD" IN 12 , <�� MAY 8""TITUTE �-�' je FOR "L_TF4 I 2X4 VERT AT 24" O.C. WHERE H:IGHT N1i `� ! E� ` EXCEEDS 5'--0" I G,1�'H 2X6 VERT WHERE HEIGHT SIMPSON LS50s I �, EXCEEDS 10'-0" SEE SCHEDULE ~' g' iP40N "LTP•3"__/ `� JO13T SIMP. "035"--� _ v ( I J I _ , O �t8" O.C. I FOR SPACING 9E c_ SCHEDULE C.7 • y ff)R SPADING l_;- --- _ __ ____--�. .� � ��I /i � •__ -- SHE:ARWALL _ 1/2 PLYWD. OVER T — - ^-- - - 2 X 4 STUDS AT )�I� I r- 2x4 (MIN,) "T" 16" O.C. RII� ,.• w �, ALL-:4EIGHT CONTINUOUS W/ (USE 3X4 STUDS IF -----' �'%" APA-RATED 16d & 9" O.C. OTTOM FLOOR OF A °� I 3HE:ATHMG 4-STORY BLDG.) •.I ENG TH, � �; (�) BAYS Of 2x6 --- F j .*4ALLEIRD. -�'� r BLKG. O 6'-0" O.C. " _ � � ,` ,� .� E NAIL O 7 O.C. � ll � ►, , it ? EACH 2ENO TOENAILS FASTEN END-ELK. TO --J WALL W/ SIMP "A35" 1 •.JOIST/SHEARWALL --- -- -- 1X VERTICAL LEG 2L_ 2 - - .— OF "T" BLKG. ;SAM( J CpRRIDC�►F� SCALE: 3/4"_t'—C` DEPTH AS BOT. CHORD 1`u' L Z SCALE: 3/4"=�'-Q` R � 2 GAE3LE— E2OF ,.. L7 TRUSS; 2 oup 60LE F'L,ATE - (4) 10d EA. BLr- NAILlIYs - $EL I ^ 1 SCHEDULE FOR FLOOR J013T6 ,r--- PLY. SHEATHING INFO / HOL_DOWN DETAIL "� SIMPSON •113210' EDCsE NAIi_ i Et�l HANGER r. --- SCALE: 3/4"=1'-d 4X FBM WIDTH PLATE W/ " WOOD TRUSSES AT 24 O.C. 3/4" DIA. CARRIAGE SEE FRAMING PLANS - -_ BOLTS AT 24" O.C. EDCsE NAILING DESIGN TRUSS TO TRANSFER 100 PLF DIAPHRAGM SHEAR 61t*VzSON "L1P4" `--2 X l9LOCttING AT --- DOWN TO PARTY WALL. SEE SCHEDULE 401, OCG LJ/ (3) Ica FOR 6PACING TOENNAIL5 TO PLATE / �•- - Z X P•TUD WALL 4X BM WIDTH I 2x4 NAILERS I Cn -•-�.. - '� CARRIAGE BOLfSDIA ( INTOTTOP PLATEOENAILS T 12 U C I TYPICAL 2)-2X OR 4X - NJ •-- _ , APA-}RATED AT 24O.C. 1 (SEE PLAN) fi-IE`A''r TING 1/4" FULL-HGT� 1 Z m \� STIFFENER CID l - �--HOLDOl,1.N 5TR,4f� EACH 'SIDE (INSTALL WM4 0 J� PARALLEL �JC�IS`TS �'� � I EQUAL LENGTH ° SCALE: .3/4"d,'_ar - ------ ( 2 X 50LE fE - TO BEArl AND \,2 ) SEE" SC�4EDULE .�.L. , pAi�TY wr.L ----------j I STUDS. I f=0ft' INFO 1/2"x6"x10" BRG. I —` fi 5-N. PLATE W/ (2) 3/4" CTIA. MBs f W/ NUTS & 3/16 -- W.F. BEAM SOLE PLATE -- WASHERS I \ D5, . J5- . NCl-MD E)c)r SH AR—T� ■��`S 1�DULE R DE AT�AWj TUBE: COLUMN --�--� 2 2 r7 SCALE: ,'_,'--o" .--_" EDGE NAIL (FN,' - _ - 2 X SOL ID 3LiC Cx BELOUJ ENTIRE LENGTu 0 EZ*E NAIL ____� A— Cr- 5I"EARLJALL. 20 S��oULE" ,`_z x JOIST TUBE--T®--WF BVI CONN. 8 H+OLDOWN [DETAIL W, _ Ste- 2 2 SCALE' I"-V-0" -------Z X STUD WALL f--- BOUNDARY NAIL INTO r 2X4 FLAT BLOCKING ....o - 1/2 APA-RATEL SHEATHING BOUNDARY NAI! . �� S/B' PLYWD, SHTH./ -- x 6 W/ BEVELED TOP MANUF, TRUSSES at 24'oc q NC�RINAL. ..JOISTS :.. r w/ ea at 6•oc at EDGE SCALE: 3/4"=1'-IT Bol at a2 ac at FIELD i -- 4X 8M WIDTH PLATE W/ EXTEND PLYWOOD CON' INU 2US 3/4" DIA. CARRIAGE �'�, �� lie /� BELOW ALL OVERFRAMING, 84L TS AT 24 O.C. NOTA: �`` \ • �� \` �` /--- BOUNDARY NAIL TRUSS MANUF, TO PROVIDE _ DIAGNOL SHEAR BRACING F� �`� `�� /�— 2 x 6 W; BEVFLfD TOP / PANELS CAPABLE OF �----__._ CONTINUOUS ------ - - -- - „" TRANSFERING 100 PLF DIAPHRAGM 2X4 `� �--- 2 x 4 DIAGNOL-BRACE __ `-_—Y - ------------- �"" SHEAR SOWN TO CORRIDOR WALLS W/ (c) lOd EA. ENDAf. 2X6 $l_KG T & - 12a G� 12' oc �` ALTERNATE DIRECTfON) I�, - _ B O O — -- W.F. BM. O 5 x 3 1/2 x 3/8 ANGLE W/ 7/8 DIA. p, 25X BOLTS O 3 O.C.Q CIN 15/1E1"N �Nt�LFS , W/ 16d + 6' 2 x B W./ fiLUL.AM BEAM � �' 2 x � � -f� (2) 16a EA �_.. L COLUMN CAP _ 1 SEE PLAN FOR TYPE: -- - ~` _ TRUSS •r �� CORR,Pf]R WALL I P. �� S M 'H2ra' WINDOW HEADER AT EA, TRUSS FiORDwr�Op SHIM ---- ..-. (TYPICAL) GLUED AND NAILED ` _ TO PEAM �\ —60 CFL 01 2 x 6 SHEET NO. (T T] POST--GL . BM. CONN. � � W.F. BM—TO -ESM-- CONN. 1 �� SECTION THS' U ROOF TRUSS SCALE: 1"aet'—Cl" r'1 f 1,7-Iloa I 16105 SW PiiCiIIL IIWN' 28 of 29 - y _.._... , -. .. .. —.-.�._._..r_--.yy..,.y.a.a�5...--.r.. _ ..._ :r,.. r✓V•AwM1„►?^IMM..IA.nIMF-�.,G,;. w. �y � ._. �� �. .,....-....r.... ,.• - - .rliLtxN4Jt.YW��, ..n«..v,.,�•..e�:lw..ex•.weR,w.�^M.• +.hi..n.rw...�•.r.......•+r°.�r.M++MM144YM� •'. .,.:.www .- atiM..wrrw.._a.wiefwrr"w+n..,r.e./�-.,�w.,rwrr�e...�Y ,....."..ra".wee_..: v�y,�w IF THIS DOCUMENT 1S LRSS ITfTIII�lllll� 111111111Jill 1111111 IIIIIII ' lllllllljlil�l IlllllflllillL�IIII1�1Illlllll,1.l� IIIIIII�IIIIILIIIIIIIII� IIIIIII I�IJlll�llllill T1i1T1111111111 illllllllllllll IIIIIII IIIIIII / J JG' a�7j I — �— —- ?1 8� 9 - I 101 + 1' I 1 Z c LFGJBLF THAN THIS NOTATION, -__�_`--_-_-_'-I • � IT IS DUF TO THF QUALITY OF - -- _ 1 THF ORIGINAL DOCUMENT, - - No.9e OTE: 81T I 8�T LIZ 1I9jT �Z ibiT £TT >!'Z I t17 I OTT 8111 B T G� 9�I 19li 1�i l F.�1 I ><Tt ! It l i �8 �T8 L 118 I � 1� I 8 l Z t hill+IIII�IIII Iilllllll IIII�IIII IIIIIIIII IIII�IIII IIII�III�IIIIIIIII�IIIIII�IIII IIII IIII(IIIIIIIIIIII!IIII�1111111 . IIII�IIII IIIIIIIII IIII IIII IIII��III IIII IIII IIII IIII IIII IIII Ilillllll IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIIIIIIIIIIIIII I NI 1 , mom RED SUNSET MAPLE 9 *? 1 1/2" GREEN MT SUGAR MAKE 2 '3 h' CC)AST PINF_ 1a` . 7 *4 I 112" THUPIDERtr1000 Pl.(Jhi '••`•.,. 42 85 415' PYRAMIDAL ARBORVITAE 06 > s6 4' SKYROCKET .1UN1 PER """�"4 • M *R f•,IP,' VINE MAPLE (' N C4 04 10/ 12' tI.UMP PAPER BIRCH 6' JA')ANESE 11APLE - f 12/ 15" MUGHO PINE fiAL COTONEASTER DAMMERI 5 GAL VIBURNUM UAVIDIIAp 174 L '� t 5 (iAl CHINESE HOLLY _ . _ , ._ . . ' - �, _� 2 dr _ y- .4 Jam.-.. N ?S s t 4 21 - FtWDaC)F.NORON VAR. u 3 a. +� / _ yam. � 18' PJM RHODODENDRON S'1' I ojc- _* 7 2 16 WEEPING SEOU01A 'T$,.e c. 24 All 1 GAL AZALEAVAP — • » 'T— �' �' • � ` .- 4, 2 GAL. SEMI DWARF RHODODENDRON 7 *20 5 GAL ESC ALLONI A � � � �'� � �) � � I � I .•�. ``.J , � � s C I 5 GGAL. NAN';INA s22 5 r?AL ARBUTUS 4,r � III FT. LAWN -�-I 1 4 X1.11 1 ION ',, '�-__ I3 CATIONS :A 100 99M1IQN. INSTALLER DESIQNED SYSTEM PROYIDIN6 FULL 00VERAOE ' Lg�, m I * L PAO* PROVIDE CAPACITY AND A(X,URAIE "A -BUILTS" AllnSf OWNER (>N POSSIBLE DOST SAVIN(fS, a IF ANY, IF A. 'U(DICATEP" WATER METER IS INSTALLED • ; ,,� 2z YAL E EE iP_AR/+,T ION, T II-L ALL LAWN AREAS AND SHRUB BIDS 6" DEEP TILL IN 2.OF 1 0)(1POSTED YARD DEBR1;) IN LAWN AREAS RAKE INTO THE TOP I IW,'H OF WL 501.05 l 1000 SO FT DOLOMITE AND 10 LBS/1000 S�.FT Of WEBFOOT "TURF TREES" OR �cr10 1 rr COMPERABLE FER11LIZT_R BACKFILL MIX FOR SHRUBS AND 'TREES WILL INCLUDE 1/3 by ti•OLUMF (YIMPOST W 2/3 NATIVE TOP-'SOIL IQ AND 20 ORAM PLANT TABS Will USED ACCORL`ING TO MANUFACTURER; RECOMMENDATIONS. IF ON-SITE SAIL IS NOT OF RF-7r/ , 1ryIKJG AP'PkOPRIATE QUALITY 10 ALLOW PLANTS AND LAWN TO THRIVE, REMOVE ANU REPLACE 6" IN THE LAWN AT?EASAND 18" IN THE SHA UB B'.D5 w ALL (> '_-_n14 Aar. Mtn �, All4IRt!R 9rD5 WILL BE TVERED WITH A 2 INCH LAYER OF RED LAVA ' .. _...__ '• P (�, VOCK, FPf* MEDIUM ORIND FIR BARK OR($"1051 PER(MNER'S DECISION, t • S '( Z o"T 'tai 10,- , 1AKE ALL. DFCIDIOUS TREES WITH TWO 2"x 2" X 7' FIk STAKES. ALLIML EVER%EEN TREES Witt bE STAKED WITH HRFE 2" X 2" X 30" STAKES AND GUYED, KIEW �. NTEE 1'1AINTENANCE: MAINTAIN ALL, t.AWN ARE/1,i TN�t(AXiH THE SECOND .},� T,4,I I M WINO A.S., F A THICK, EVEN STAND OF ORASA IRR,fiATION SYSTEM, PLANTS AND ,�tf' Oil I •/ lie �. a yIMITiNO WILL BE CA)ARENTEED CNE YEAR FROM THE. DATE OF SUBSTANTIAL ti \ • - , 71) L'OMPLCT ION. DRAWN BY � ii o x R.K. JOYCE � _� ,_,/I �, z x JOYCE FARMS . , m MIL zz 21275 S.W. CHAPMAN RD SNERWI�L�C► 4R 9710 \ _ .` -, is 1 INN-% .J I16 or OJ p KA I� A �d . � ;,�.• ' ` �, �� � �- _ `` _rte `` \ �J IV ♦ \ �� {' ;11 a "...,, .•may '� ,f ' .. ,tea'• . . 'w.. �-� `��`h 1 , SHED NO. SIT97-00a 1 4 > .ri; rtr / , �, 4 ,�„ } � - - y OF ( 1 16105 SW 29 of 29 aclf Hwy a-_._. _ _.._ ....irM�YM.M1!'.s•tMaNu/lwW�•rwww_ _.....r..a1�.�.r�,r MMr, � L• y ' ' _ .:. ,. ..rt�M+.a.,.,.:..t-.ww,-._...wr-.s. - .. ,.,..,- ...,:-,.n..711"..y..P,,.�.�,:.y,.tH•'..'•..:,e,,��l'��1�E1�1lI,e,1MP'C�WI�'w� _ f f l l I I I I I I I l l I I I I I I I I I I I ; � I 1 1 1 1 1 1 1 1 1 1 1 1 + I I l l ! 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