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10998 SW 68TH PARKWAY-1
10998 68TH PARKWAY 1 OF 2 FILMED 2005 RTIP 2nnn2-no q6 • M . . , •ow, ...... � � . L J M iv • k • • • /6\ [--; . . NE. W BUII. DING_ "A" � �= ► , 'h; • :«D. UJ • Yi. 1YPI, ON;z(RUCTION TYPE BASIC ALLOWABLE ALLOWABLE INCREASE ALI.WABLE INCREASE ALLOWABLE INCREASE ADJLISTED ALL VABLE AC QUAL ARCA 0 { 2 YARDS x 1.5 (501 `>PRINKELED x 2. (100 MULTISTORY x 2 (100%) . — — B VN 8,000 S.F 12,000 S.F. NA 24,000 S.F. 24,000 S.F. 3,713 S.F. I Arl 4) o f.. [ AHKL \ C _SUMMARY .....................___ ri , _ "E3" OCC-UPANCI = 3,113 S.F. / 350 •= II MIN. PARKING SPACES REQUIRED A1 . 1 -- SITE FDLA \ 1' --) .....„, 1 U SPACE PER 35© 5.F. \ .......................___ , an d TOTAL. NANDICAP SPACES REQUIRED a 1 TOTAL �U TTaI- ° ` C1 , 1 — UTILITY DLAN 1 ' NUMBER OF N.C. SPACES UJE NAVE = I Ex i 0 t IStINCs TOTAL NUMBER OF SPACES 12 TOTAL C1 , 1 — } Tll_I >-Y PLAN _4 . ,—4I — ............ ^ C '1 . 2 -- GA _DING PLAN .„,....._ ,, C1 , 2 — CAI \ C PLAN .?� C1 . 2 .— CAD \ C PLAN r_. C1 . 2 — CAD \ CN 75 LA _ .-- „...ti,Q . (z_-,) . . S1 . 0 GENERAL (,_, \ CI f_ S ,i, ,','.. 1, ___ ,.. S2 . 0 -- FOU \ 3ATO\ 3AW \ C ma . • . qxk` ` ' A2 . 1 — FRST FLOOR PLA \ A2 . 2_ — SECO \ D FLOOR PLAN . \ ,, A2 . 3 - T - R3 FLOOR DLA\ err7:: \ , \\ \ — : _ I' -,-=' -, \ A2 . 4 — X001: PLA \ \\ \ \ \, , „.„-- 11 ' I) Al —� . BLD \ C SEC HONS \ 0 °a '' 'Ii A3 , 2 — EXTERIOR ELEVATO\ S EANK OF PORTLANDmmrljj - n "EXIT" SIGN \ \ \ SIGN ON BUILDING �\ t II "DO NOT ENTER" SIGN A l E I S T AIV SEC O N E L 0 C \ \ _ _ 9 A9.2 u ' i r', ,0 % " i"� `� CA9.1 II /AIR CONDENSER \ 0__ -� ` ' _ ENCLOSURE WHEEL STOP 3E" AIUAT -REFLECTED CEILI \ G P t\ G� cSLOT ED CHAIN-LINK FROM END OF gTALL \ \�p S' \ (rii 0500- �7iljit4 �� , I I FENCE) 4" MIN. HEIGHT A9 . 1 -- ACCESSI3ILITY D \ 4. A9 . 2 — DETAILS .ffi) '?'‘, . \ 4. \ - .<n std tro o ,,� • ,, _ �/ I 11111, ID 1 V2 . 1 -- v ECH A \ I CAL PLA \ RONALD JAMES P °r.; \ \ C. • . •,. \ , /i�'_%/.l%%�' �' �rn Al (11 ) SPACES �J'-0" C� 99' 0" 4111 //� ,. O. _ _ / _ �✓i�r_ /, • I u, l_liN/131k. G EA \ SA -iv ��oN \ rt _AI IP Ott1N cc) . • ••••• • • . ..X 9 _0' 8 _ EXI 4 I •t NINP in t ,c, L1 . 1 -- LA \ - SCAPE -31 A \ A \ D . `*/),, OF °) \\, \ •-0— I rn :c, _,--. Alb '%whi• \ '1P ASPHALTIC! A1,1 \O., \ I TRA5t1 ENCLOSURE RIGATIO\ P _. A \ \ _ •.•,` m CONCRETE PAvlt , • PAINTED cJ ASPHALTIC�� �� r —_ t SLr't7Ep CHAIN-LIIJK Z \\,, \\ ► ARROW AND �� GONGR:tE PAVING '� WENG�lG1lEtJER ERBF. MINE --1 A1.1 a — �_ - �^� • 1 _-____� 31I3•/I©m© • 3.1 � Im •• 31 \ ` �/� �e� I - -�� —■ 4 x ..1 15 15 31 5: F. MIN. _\ __ __ ___ \ it \ Q` PAINTED _ _ __ \ c! �o. "GO NOT ENTER" 6. 1 "ENTRY' A`:G t^ O; �O �. ,�, SIGN Wi ARROW POINTING p ��{ ARROW TOWARD EXIT , ,. , \ \ �.. \ � �� ��� L [____) \ ' * .., \ \ //' \ ,-..... 1 H A \ r'' - -- 1 ./ ��— 1 CITY OF TIGARD 1, \,.f\ Approved d � "'.roditionally Approved G�. — �or only the k I P � / PEgMITNO M - 003gv See Letter to: •oh . rte' .. ask Job djess: �.iAOLl� Q By: (9L -..., Y _ no:11 2.'? -0�. likivt +cod f' IQSoctcc`{'cs - -- 2P-0" - - 0,4-A-4.. (OP I 10'_0.' ` 1 Q it F— t— — — —--- — •�:tii�:• •ii••i • ' S. F. `n I \ .1 - SL.OTTHAIN-LINK • IN �ONCTUE BASE O ( 52 Vf \ ) I FENT \, -- SLOTTED CHAIN-LING 7 I / - • :*r:: 1:::::::• / FENCE / (-) ct in I 4" CONC. SLAB I s 0 10 •••.• :•:ti•:•: 1••* � .. .••••••. •. y .•.••• • • •.• •� . • . • •• . Z0 ,I ::: • tii ,.•• . ••••••• • �.��__ _._ t .._ • • : •.••• •• •. :••• — ti C� \ klgrk- - - . u/ I II •—• 11:• i� 1:•:•.4. I . . ti / I . 1-1,2" DIA. r .145" STEEL • : ••:•• c I FIFE FOFSIEDTOA VI:••••• .•.• ••: --- h --� N \ UNIFORM RADIUS ••:•: •;••;•• .••f.$'•;~•:�•• EMBE G IN CONI: •.r.:• •: ':.�. S... ..•:$.14$$$$$Z6.. . ..❖.. , ----- 0" - - - .r,-) ti.•• ti•'.z• .ti•..•.❖.ti ❖.❖ :•:•:0.4:0'...•I'... (II • 111 s�"��U PtETAL HALIDE -NC'EP.�^x FIx1URE ON A 25' POLE rj —U 5 - k5sx .. ..... ..•.•••.r..••• . ...... ... 1 W/ 3©' �ONOTUBE BASE LIJ --- — _ . ._ ir�AC1E •— — z m 4 /1•. . _. -EMBED 5LQTTED CHAIN-LJNK.FENCE LOQN_1='l Ate► 68th Pkwy, 10998 DATE: 1 AUGUST 00. ON YR_ TRASH f_- NCI__Hc�� E DETAIL ' I IKI- RACK DE -lAIL 3 SCREEN - DTL SYvlA �� E KI Y 11uP20021003� DRAWN: N0.R902 A I.1 N.T.S. ts A 1.1 N.I.S. N.T.S. W AI . I NOTICE: IF THE PRINT OR TYPE ON ANY rri 1 I r I I IIil I I I I1 I 1 II I I II�I I I I I Ir I I I I I II III r I I r Ir 4IIT I pl I Ili II III 6II II .7 III III_I�III 1111III III III I �III IIII III II III_I _III 1( II III IMAGE IS NOT AS CLEAR AS THIS NOTICE, ' 8I I be,, , .. o �o0ii IT IS DUE TO THE QUALITY OF THE "°'° �` ` • ORIGINAL DOCUMENT 18111 IL6D I1� ILISIl LI1GI LIA8iIrt IIit ► 1 �It LtIotI �IgItI � ILitI ►Ii1tllI �tIIm8 111LllI19 � 191 [ ; I1g0 ! 1IU�t4 • 1IIg IIII1►IIIIII1► IIIIII II ► IIIIIIIIIIIIIIIIIi � i1111i1111 -1. .111 _1111U111. ► • 24X iiidAl i .------ __ _ _ _ C� UJ p l . , 'v' (sJoturrCirfsce �3°I as reQured I ,��, i see Note 3 Q ____ ___.„./ `1�% �6' ai eC native sol (lartdsca•.. as�h) rr�� 'ti c;.\\\:;„:1;\' • / r Underslab drain •rY • General Back1>! S'from wail line y / / '\.�17 min . �IiW.� ,iw � Ci _ C.urrviey Drainage Zone ■ ' — — 1?rr�iwrmm cover over pipe, ' .<:. ...:::: ( - 6'rnmimum cover over lootlng c�'o• :ooULr �� r a - - 0 _ MA. 0 s _ 1••• � . rJvCC'. 4,C4.4.4;0:°:-': a'C� Ga o — �:lerFaalc le - - -- - _ '�, Ur – c n O 1i---.4 •• -- ^ ` ` . • . r.1°- _ : Darn Gravely r • �„ • a Preferred Pertorated , I 1 s �� Drain Pipe Location c s 1 V — _ V1 �, -- - ---- »r _._�_z »_r r`� ." L1' - 1 ► 2 A 1 rT2Y.K Illlr.2aAGIQf - 1 :,. ��;,.,,,�„11II L I R SCHEMATIC - NOT TO SCALE e 1 ( 8 np, ♦•AML;Lu•i. 1 %sr lip LL —_ r _ _ 7 �, I 1 1 , �gj i ---- • ti rQ NOTES: g 4 1. Filter Fabric to be non-woven geotextfle (Amoco 4545, Mirafi 140N, or equivalent) . I 2 +i. n...__. i Ark 1 F:A I ® , �+., I �.i y 2. Lay perforated drain pipe on minimum 0.5% gradient,widening excavation as required. I Maintain pipe above 2:1 slope, as shown. .0 cri r; i. err., ! -r~ I I Q I ( AT___ II I i '� 3 All granular backfill is recommended for support of slabs, pavements, tic. (see teed for te L_ _---�- _ -� 1 II 9 stnr�,uraltII). i I s 4. Drain gravel to be dean,washed %:to 1W gravel. g SS I I se+ L r _AIL J S. General backfill tc be on sfie gravels, or':"-0 or 1W-ti crushed rode cvmpaded to 92% `� I I Modified Proctor(AASNTO T-180) b '� } I I 6. Chimney drainage zone to be 12'wide (minimum)zone of clean washed medium to coarseFM I sand or Brain gravel M protected wilt nor fabric /uematfve Rq+ r.v.r�'.r o.�R. ( 1 fy, prefabricated drainage structures I • ' `,�, Q * (Mradra4t 6000 or similar)may be used XIV 1 i %V 1 LL -- .ter — . IMk I l f'\ \�L. FOOTING/RIC TAINING WALL DRAIN < SS rru441ISW VP 0 T1• SW •ti, i FOUNDA7LION PLAN 4,--- ;\,, A 2 1 euu,w•. ..4' f0i k d c1 0 (rr LUG& 1r0- H S n 11 SSil3 28 s At „ r. ... , NALD JAMES PEDt , • NV V Yt KHAIVC� t NO ................i.1 I _� t TO v NANCz q �� , IJ - t y tT �, l,, X1/1 - -- l�M �\ i 1 = (TOTAL ROOF AREA TO �E `✓ELATE fa i -- - -- :1' NOTES ----• i 1. MAXIMUM FOUR IN AN'/ �, a. E. x rc WI.4 x WI WELGEGDIRECTION TO BE C'_C+ BRICK VENEERtUIFcE FABRIC T1 F. LAP ALL EDGES MAXIMUM POUR AREA TP BE 15s2> SF /�1 Cl),r/'1 I ` STAGGER JOINTS TO MINIMIZE EFFECTS OF 4, - aL�.� V Ja MIN. W/ ( 2 ) �' CU ,,,�.,J LU W L AF ROSS WIFcES Ed SNRlNKAGE CN AN1 POUR. ALLOW 48 HOURS 2x6 P.T PLATEcf -' ] _ BETWEEN FOURS - — w 40" O.C. U.N O, 1\11 - SUBMIT SHOP DRAWINGS OF CONSTRUCTION JOINT ^'� ' I CRICK VENEER ---s: - __� GONG. SL AL A5 PER PLAN L-A1 -OUT TO ARCHITECT FOR APPROVAL ANG/O'z -Tr.., "' FIN. CURAGE Q �/ REV ....,ION • Il- I IC LAB CONSTRUCTION _ j 1/2" O �� 2" SANG CLEAN ulA5HEG SANG' "''--r-- I5" _ (1) "4 CONT. HGRIZONTAL DAMPEN BEFORE POURING LEAVE "o GI<1. � 2'_0" SriooTH 3-1/2" �. •� 48" 0.C. MIL. APO NO STANDING WATER, SAW CUT e"IERI R DISCONTINUE EVER WELDED WIRE �, .. ,, '%OWEL � 36" O.C. W/ i/2"o x . / (j , «.l DONT �t 1 MI OTHER REE3AR s JT,\ FABRIC I'-m" PVG SLEEvE DJ �__ _ r - 1 ,or ,05IZONTAL _ ' ,__-._ZIP-• LbB_�QIfYUCTIQN 2x NAILER-- * I2' O.C. N. COMPACTED' DRAINAGE FILL LOCATION \ GONG. SLAB FIN. GRADE 1 , iili i . _-. _._-_ ____ _____ _ _____ _ __-_L--___7: _______\ _ _._ ._ cr 1 _ �> v ,z, • -_ T--- _ _ - 0.C.--- ALTERNATE + /. r`" (I`ll ( �Q +O _, , _ ,_---- .v wv UN-'X..7 wv c”..",a v•-t> v�v v--.1N-, W v�v LIN.."- 4, _ CI «4 CONT. DIRECTION I t I ,0 1 I c - t�f='o� 'o 'oC�'oc�'o��'ot �� , 'oC�'� 'r' •- - . - :.,�. -� - - fat) O o- O o O o , o O o O o O o O o O o Oo ��-oons 00� o00 0r�0 000 oUo 0U0 n -, _ 0 0 0- 0-0�00��o0o�oUol_p��( ,O(�op�oOo�oOGO(. n o •c7�.. ��`7Opoc7�Gac-rC7QvC]O�cr]C��f,c) I �1I 1 )1r < _ 0- 00000400_ )no0c_� 000 O C� n �-— �.. 1 �J' - �'---� , I r _ O � 0 - C O J�J 000 Q (_i� (_1 ,_,Q L�I !jo�I OQ(' �. _`� �l+.�L��l�,���•LL �•G �•G <'��' ^, •--• - '- __ '1i da R5fiRa ATA ` A{: _ CL. �, DEEP H---1_H _ - G;O- ta.S?.. I 2 -- _._ _ .�� .. i� � , j !» �y GOVT. • �.� ��� HI w OF __ ► � „ . , _ trlp"T POUR I _�.1 ,l__ l - __. _ , ._. _v r 6,41 \ , \ '_ roc rrL----;L---- I f�� 1 C. E R CONT. 7/ a '' _ I _ I- IFIC4LSLAE CONSTRUCT TION 4_ �- .-- x Y 53,1! T� FICAL CONSTRUCTION JOINT 3 T�"RICAL EXPANSION JC:'INT 58.1 1„ TO I'-2" 58.1 _ _ I" To 1'-2+" 58.1 — ��� to I'-O„--_ 05:.) T`r P. F-ERII-IETER FTr. W/ CMU 5 T-T-P. STEM---- WALL FTS. - N.T.S N.T.S. . i _...NOTE - - L I. SET ALL SILL ELATES FOR EVEN PE•JRINC:i PLACE r-tCTAIF UNG�EfF PLATE WFaERE GAP Ex,;;EED I-e”. - •- - __ 2. := g WOOD TREATMENT TO J EE PENIA CHLDRcJPENOL I CONC. SLAB SEE SEE T1 FICAL WALL s • CR GCA. ) STANDARD LONG. 3 SEE FOUNDATION PLAN F•.-.7'R REDUCED A.B. I ( SLAB GTL3 / FRAMING DETAILS SPACING � -- I` : 4"›<4" �ei4 T. L. 1 y G,RICK VENEER fffC2x STUDS +o ilv; -__1__ al I � COLUMN — 16" O.C. _Q u. 3-1/2" 1-1 � !� /.tet"0 x 10" 4.e. * 48" 0.C. U.N.O. P.' SOLE440 2 r TUp4 ix �° ". /� ?X'o P.T. PLATE 1 I PLATE : It I C.cy� I 1 N. EMEE7% - _� ti� PI 3( P \ 4'- T� PICAL kJ" MAX �4i "1 � �� T1 P` I.aEe.GOIyTRTION • WELDED WIRE L I EAE?RIC _ _ FIN. GRADE t ,t.'tl 1 C _._- --- _____ s. - CcCNCRETE FOOTING LONG. SLAE� - i7-i -. ... - 1�_ _y -� _ - _ r-- ^--� _ . _' _ _. .________----/ (1 J «4 CONT. a - - SILL E a • . . • • _L I -J l/ " I., O0 O 0�O O�O pU�) • N\Y �- c 0 QOo O o- SpLICE C, 0'3- _ � � 0�0 o�v oUo 040 li. �c 3" COW.— j. CCNC. STEM o I o� - P. X 1m WALL 1 ------- -1"x,a"x 3 ASE AS PER PLAN !1 ,,�� 4.-0" O.G. II.N.C. :---- --- - n o - - - �\ c2 ' "4 CONT. \ _. ______ _ ________ ',,"«x 12" A.e. fr 4'-C'" O.C. 1_-_ t M w W/ 1'�4" W,CSNER W/ I" ROOK 1 0 — `` 1'_0„ U Jn �- 3� "4 CONT. NOTE: COMPACT SOIL UNGER THICKENED SLAB --------/------. ----OR �r�'-E�c>�Gt+151f�t�l-,D ►llr-�<_ CLEAR 1 -�„ FOOTING PRIOR TO POUR'NG SLAB CON. FTG 4" MIN EMBED W/ 33.4" MIN. EDGE CF CONC. ,.40-D 21147 (7,`\ T�"PIG,4L WALL/FOUNDATION CONN. CI CCL. TG, FTS. DETAIL. _ sp l CONC. PAD DETAIL c,,� /T� P. PERII"fETER FTS �I, _. , O i/?' TO I'_P>" �� I/2" TO 1'-0" �. ' --- --- I0 THICKENED FTG. AT r C� �- 1" TO I'-©" S8.I E�R�. .JALJ _ N.T.S. 8.1 I" TO 1'-0" RON D VANES r'ED ' PROM�E EXT 4 + --�/ // GBL TOP f£ W/ TYP f3EI-I1ND INTER- �- /^� , GW L EDGE NAILING SECTION AS / DBL TOP fE W'/ T1-F= t J �/ 1_40) �' / SEE SHEAR SGH'D REQ'D CIS EDGE NAILINCs SALEM,IPIREGON TRUSS is' 24" C.C. SEE SHEAR SCS-I'p f C � -54MP$Gthlr _ H A EA. TRUS- , �. 1�4- -- --_-------__- _ NEST TRACK -~ I WRAP STRAP MIN 4.-0" WN SPLICE LAP TOE' FE /� - .,— _ - - 1-1 L1 -- --- _- AROUND D.S. / i� �,. STRAP FLUSH --- -- - —� - INTERSECT IC - - ---- E�OLD DOA -`� 1�ir� W/ BACK OF DS. I NAIL W/ ( 4 ' AS INC)IGATE -- 3.) 20c, / 1511,01P-2md 2 xSINGLE k STUDS s I PRO IDE _. _. / PRE t�.NUF. -� FOP RIVET C.G FRAMING ( _ / TRUSS 2•i" O.C. 0- IV SQL!: SOLID G BL CCK INCs G'YF SHE•aTHlNi r" nNTINU0U5 ILL:R ` ' FA+STNER I I WHERE SHEATHING IS ON SAME 't, HD / 111.10' :IDE OF INTERSECTINc:i WALL. - HEADER (DF/L 1 �.`- - ip., 6xc s3'-0 OPENINGS CR LESS 0000 I. SEE NAILING SCHEDULE FOR �-L'>CITIOr�AL T ' - _z. o000 Hexa *4'-0 OPENINGS OR LESS --OHO _ EXIST D.S. REQUIREMENTS 11 ,7-----7- OHO CNO GOROGATcp. ' _ / ' 6x1C? ��'-© OPENINCs3 C;'R LESS 2. DETAIL APPLIES AT ALL SEARING ANG SHEAR 000 REPAIR AS REQ'D WALLS LAP TOP PE 2 x STUDS , a. T1 F SOLID ELKS 2 x JOIST DEPTH NOTrH INTERSECTION IC'd �l ' O.C. CRIPPLE: ONE EA SIDE FOR GAF N'G - ISL 111-------::-_____-AS RE OLI FOR VENTING, 12 , Sd TCENAIL_S TO J3T NAIL lU/ st ' \ HOLDLESS THAN �0'-0" t TWO EA SIC'EPVC EA ENr, ad s 6" O.C. TO TOP fE. OENAILS O ST 20ct 2 x 6 FOR OPN'G GREATER THAN 10'-2' ' DBL TOP FE // CLOSuRER TAN JOIST DOU1NlMPSON H-2 � NO GOROGATED. ' €PIN NOT PERrlirrap, FRAMING SN7HG A3 INC'✓c--` rr WHERE OLD DO;iJN "�-�► JAMB STUCU; ONE EA SIDE FOR �__ ON PLAN OR SGH'D SHOWN OPENINGS LESS THAN 4'-¢+" 4 TUIC - _- - EXIST. DRAIN PIPE EA SIDE OPENINGS GREATER T� AN . �'- GRADE II T 1. PI CAL U)AL L TRUSS CONN. ONE REQ'D 0 INTER. OPF_NINC,S ' . I2 T1 PIG14L PLATE INTERSECTIONS 134.,---. TO WALL OPENING 14 ROOF O�'E1�N.4NC-c I" TO I'-m" __ 58.1 „ - _ -ea.1 _ I5 DOIliN SPOUT DETAIL - _--. _-.__ 3/4 TO 1'-0 58.1 N.T.S. rL BRICK VENEER - -- 1- _ . �Z-FLAgHING I-'e" FL1 WOOD SHTG. W/ SEALANT / 1-1/8" FLIWOOG SHTG. a(� 16d NAILS AS REQ'D 1 / ,_16d NAILS AS REQ'U se_. 1L !L ✓ �-�J - I -_. LL9 ALAE CG_N ?RLIGTI� _ n moor i ice■►/ lL ll_ �- U '' I� -- C __ EN.--*- �� E.N. ^ ' -DBL-TOP PLATE F N. GRADE - 0 . Ammummixismi~1 8:t ...I (I ' 04 CONT. =? TJI JOIST -- SHE-ATNING ••%5 IN ACATED � ' -` ----- - .. --2r6 S1UD`.> a, 1b" iC. 0 I"`-+ 1 �1 -- - -—_ -. Ix � n LL I _ ___ _ JOIST HANGER IY �) •1 \ JOIST HANGER i.1 \ O , 1111Z - \• •4 '3 ' *4 t1 --.c,��El,lF m `--.moi' l, I - -. F, fes-, (19 �=T� C.'ET,G►IL SGT STORESTONTz (ol _._..- - - _ -„— © ETAETAIL68th Pkwv. 10998 DATE. 1 AUGUST 2002 - -�-- —_ BUP200100396 DRAWN RON N.T.S. 58.1 - -_ r T 3 or „ Joe NO. 9602 58 .1 1 In Ii NOTICE IF THE PRINT OR TYPE ON ANY !trill! 1 1 1 1 1 1 l i t I I I I III ► 11 1 111 I 1 1 I ► 1 1! 1 (1 t�r rTT r rt 1�1 i J l I I III III til ill III III 111 III Ill 111 Ill ( ( I I( 111 III III 11 111 111 111 III III 111 I 1111 11 I III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, l .. l_ _' I.11- .-!- L _ -�( I I I l 4 1 I I ' I I I I 1 I I IS --- - _—� - I I 1_ 131- ✓� Of i 14 IT IS DUE To THE QUALITY OF THE 1 _ beC., � �, ') r�11tT `ORIGINAL DOCUMENT e1i L 111, • 1S L- t 11l lilt 1l8I 1L11111�L111i11!111I 11111/1Il1 1111 II� lLlllI111I t1 I111 �1L1111�►i� ll�IIBIT IIiIIII�IIITI�I �I tIIli li4liItlill�illfilIliiiIISIItIlliit1ll�(ItIIII (1 ( tli�illl�8IiiII(I>(>IIl �� 1111111191111111.119111111111 L11111i111 1111 1111 l � uiii �i r NOTES -- -- - ---- F RICK vENEEI� Ca 0 ' 1. MA <IMUM FOUR IN ANI- DIRECTION 10 BE 2Z -(a" r =_- •- . , - x k� WI 4 x W1 4 WELDED' MAXIMUM POUR AREA TP BE 'Ig0 SF �.1, �• U �� WIRE FABRIC Tl P. LAP ALL EDGES 2. STAGGER JOINTS TO MINIMIZE EFFECTS OF "'` 2Xb PT PLATE -- " �C � CL pppw„..____._._..._.___..._._...._._...._._____....__._.__._._._.___,___....._._.__,.._._. 4.4-141111g1 , ,,. .i, , : ., \ 8" MIN. W/ ( 2 ' GR0:�5 WIRES EA. SHRINKAGE ON ANI POUR. ALLOW 48 HOURS _ • 48" O.C. U.N.U. y �! !, .1J '� / LAE' BETWEEN FOURS BRICK VENEER FIN. GRADE - 3 SUBMIT SHOP DRAWINGS CF CONSTRUCTION JOINT 1 - .� `7C A " 3- 1/2 li - - GONG- SLAB AS FER PLAN LA-1 -CUT TO ,z.RCHITECT FOR APPROVAL AND/OR _` „ / REVISION IC AE CONSTRUCTION __ CC I > •4 CONT. 1-a0lFIZONTAL CC-�. 3-1/2" ..„---- * 48" O.C. r • 1 (3 •-1 CONT r- ,, 2" SAND CLEAN WASHED SAND _ I 1� HORIZG'NTAL �� DAMPEN BEFORE POURING, LEAVE SAW CUT e MIL APE' NO STANDING WATER. \ � WELC (.11 _ TYP. $La9E3S�C2L&11311c.TION 12" OC. DISCONTINUE EvER " B�.RRI R OTHEfc faEBAR J FABI��� 1 =- - -- - j 2x NAILER- --_ �__.,. �" I C �__ __.._.�. r / 8" MIN. COMPACTED DRAINAGE FILL LOCATION .-. - ' GONG. -- - - - - --- - -- - -_ ___ - - --- t "4 REBAR 24' O.C.-- _ •I/:r----------------------- (-C:' , /< <' ^ ' 1 �_. .___ ALTERNATE / �, /- f� I ■I - - - BRICK VENEER - (I i •4 CONT. DIRECTION I Z i . FLAS�IING �,- / -TETT- '- i7`-,5.� VN-'!r V l_• Zig-. , tt`-'t, V�1. V`-,V Vim•V Cr:,V Lr-;.. - _ • • •- . •- • • , I ii f-'� �I 1-c-))00O-' �L,Dri_C l 00)000)00x0( OC 5O ) �Ol_��O -'O ' le 1 i�� _ / . `0 �� o C► o O o ►'o fi-o O o O o O n O o O o O o o o O o O o O o O o G o o O o QQ,0 '' ' ,•' 1'-' 000 ono 000 oOo 000 000 000 000 000 0(-0°C )t-t o0o 000 000 000 000 00o • 0 000 400 2X6 P.T. PL Al E ---- - pi' ---- --�- (3) •4 CONT. , - al - - * 1 A ` I 1 EA /2_27\ 1-A 1�1 IPMI FIN. GRADE •M ti\\• •� I - `s w... i - }- }�} St T 1 M T O T- ___41-----\_____71- -- �� - �1J E A R I - .711Tc-- g d 3. -- I 1 g ._ (:iii ? 1v�/ I',, _ / / (3) 4 CONT. (3) 4 CONT. .r,_ T TlIp" UJIUf� GMU E3LOGK - HORIZONTAL CLEAR /�ii r'': -` i2" O.G. 1'-6" '2x NAILER - �.._ .. •,�5 -- W _ _ 1 _ T PICAL JL4 CONSTRUCTIONl" 1 FIGAL CONSTRUCTION JO A7 0 /�,� PERIr•'IETEI�; FTS. UJ/ Cr"IU E:_\:". g TYP. STEI''1 UJ�.LL FTC: . mi. e.I I„ TO 1'-0" 88.1 " - N.T.S.I TC •4 REBAR * 24" O.C. 4 % hN.T.S. 88.1NATE v N IEI ALTER • cd t I. SET ALL SILL PLATES FOR EVEN BEARING PLACE ' DIRECTIONo 7 sg `� % 1' r CONC. SLAB SEE SEE Tl PICAL WALL % MOTAR UNDER PLATE WHERE GAP EXCEED le "- ;i12-13:..4 2. WOOD TREATMENT TO BE PENTA CHLDRCPENOL �� , - STANDARD CONC. FRAMING DETAILS OR CGA, m �1 �/ C3) •4 GpNt. 3 SEE FOUNDATION PLAN FCIR REDUCED A.e. I I �� -'r` - � / 5L�•P GTL3 - -SPADING --- 4��X4�� 4n L �� R -?x STIlG3 I}CLEAR //, % ,` I(o' O.C. `�- • ki 14 ge..: L� _-_ _�� a,� o a ` " 1,��,. x IPS" A.EJ * 48" O.C. U.N.O. P.T SOLE• o a � - - - -1/2 1-I /iiia '� W __._ j / 2>e P.T. PLATE PLATE �v l T1-P. SL AB c�NSTRLICTIQN ,ie_ 2 STUDS\----- N. EMBED a V - - ,,, s Imo' O.C. \ - -- :71 WELDED WIRE :', '' ' P,T. SILL P I____ PICAL 10" MAX V I PGE'RIC + - CONCRETE F( T1'P. STEM I,UAL1. FTC . """■ �I) •4 CONT. , • V. v POC�O(DOCt . 'CI 0C0O� c ,`�� O o O o O o O o ( �o O o 4 0 �ILI_ IE - 3 7AC/(W)03 v j ? 000 ono 000 000 . ��• 000 00 000 000 PL I �E I/2A.B. X 10 ' .. - o __,,_i o cli I 4.-0" O.C. U.N.O. i ; CONC. STEL -------. "X�3"X3/4 �� ESA o �Gj) t� - (2 ' •4 CONT. ,� ' WALL o o .se Eri�- '-) W I 1 -n 1' "*x 12" A.B. 0 4'-0" O.C. - -- --- - C , ��\ NOTE: COMPACT SOIL UNDER THICKENE': 'SLAB W/ 1'/4� • WAST-4ER ,W/ I" HOOK = Fi +(.�.r���_.7��i ro 1' I:^ -(3) 104 CONT. ,,, - _,�---- -OF•�-14'*-E�ci�.4t�1FsIRt*� r-SAF 1U,� '� C�.E<.R 1 -5„ , FOOTING PRIOR TO POURING :�L.�B F CON. FTG 4" MIN EMBED W/ 33.x" MIN. EDGE / la OF •.CNC. E , a ' GO.,,, ..4' �, T1 PIG'4L WALL/FOUNDATION CONN. -t COL. TO FTC . DETAIL. .� ERIMETER FTS 1�. THICKENEDTC:z. T L�RG�. :�;^.L)_- euliw-70 r; � 1/ " TO 1'-0" (58.1 "' a. - - - R8 •D JAMES PED 4/4. (c1/\4, • o OF ® I" TO l'-0" • PROVIDE EXT A411111 7 r ill / DBL TOP FE W/ TYP BEHIND INTER- ai _ t SALEM, '%REOON� ' 1 GLUE EDGE NAILING I SECTION 45 C SEE SHEAR SC►--I'D REQ'D - Off, o / TF:USS s 24" C.C. 4?. `� ____________ _ II ___ fi 11 EA TRUS� _ , ' 0___.1, _ NEST 2" TRACK ' - -� I -- 1------ - - - E�, i ,_- WRAP STRAP _, _ ------- �, ' --' - AROUND D.S. __ __ - - / I� -' STRAP FLUSH LAP TOP fE '� ( ■ I I W/ BACK OF D.S. MIN -t'-C+" WN SPLICE INTERSECTIO - - __. -....4000.-- air,- �'- t• --- HOLD D�'� SINGLE i" 4 NAIL W/ (4 ' AS INDICATF_� _ 3) 20J ,. - PRE MANUF. �. POP RIvET 20d 1 x / TRUSS '4" G.C. J •, ' k STUDS +5' I " c.c. FRAMING ` FRG IDE , `` SOLI ' SOLID BLOCKING * _.�� \� FASTNER I , 1 ._sl P SI--JEATHIN s .E.NTINUOUS I - _ FILL R �, , WHERE SHEAT►-HINc IS ON SAME �\ HD _ ' SIDE OF INTERSECTING WALL. `\. ~_ _ HEADER i GF/L. •1) 0000 � ; - EXIST DS. c- � _ �oxro �3,-0 OPENINGS OR LESS 0000 - NO GORO- _G.> --0000 1. SEE NAILING SCHEDULE FOR ADDITIONAL I - e,x '5 *4'-0 OPENINGS OR LESS 0000 / -�_� ' NC CR AS REQ'D t \ k: REQUIREMENTS -•-- -------1-/• - -. eox10 goo'-0 OPFNIN(ira CR LESS 0000) W / +i1 ''. DETAIL APPLIES AT ALL BEARING AND SHEAR / 2 x STUDS i -- 10d s lw' O.C. CRIPPLE; ONE EA SIDE FOR OFN'G Yom_ PvC WALLS LAP TOP f'p �� � 1 ------- ---___ ----- I►r� \` �-�-_ _-- � ' 3. 11 F SOLID BLKS 2 x JOIST DEPTH NOTCH INTERS.CTION \ \ HDLG LESS THAN ro'-0" 4 TWO EA SIDE CLOSURER AS REQ'D FOR VENTING. (2) Lel TOENAILS TO -PST 4 NAIL W/ ( 4 DBL TOP f1` EA. ENG 8cl e->" o.C. TO TOP f£. 51_,,PGKIN_ !3__ 56 2©d 2 x ro - GGlL1N r=OR OPN'G GREATER THAN 10'-P" IMPSON H-2 I �- (NO GOROCs.aTED ''-;.1"..)::1;‘..'''.'' 4"' THAN .:OIST DEPTH NOT PPPP _1"IITT€D. FRAMINr SHTHG AS IND- u -aERE \ JAMB STUCK: ONE EA SIDE FOR OLD DOWN J I EXIST. GRAIN PIPE �; t e ON PLAN OR SCH'D SHOWN „ -1L1----- _.-��____I1 OPENINGS LESS THAN 4'-2+ 4 1W0EA SIDE V GRADE '.+ r2 I ONE REQ'D *nIN ER.C'PFN NINGS f�S THAN ,'' (7) Y� PICaL UJALL/TRUSS CONN. 12 T`r'i✓IC!-�L PL,yTE INTESECTIONS i1'>�IC4L uJALL C�PENIr`1CI ROOF U�/ER4�ANC� DOUJN SPOUT DETAIL '* ' 83/4" TO 1'-0" 58.1 - - Ig ( � - - - - I TO 1'-0" 58 I (iti)e1. TO I'--0" Se 1 N.T.S.� 3/4 TO I'-0 8 -_- '<4' ' In CI Vis. C - _ - __ --- ---___ `, , BSICK VENEER - • 111 '1... 1. BFl"ONi.' I I-1d" FL) WOOED SHTG. I- e FI_lWOOG SN1G. r) I Z-FLASHING W/ SEALANT y T•t} - ----- -- /16d NAILS AS REQ'D / ed NAILS AS REQt ✓�rl r/ ilr L / II IT- ll_ (7--77-77-- L IL_1l_a1=� �_ _ --- --�_ - EN. E.N. ► �1 -F.N. ,;,� I - - -> --- ----_- ---- - DEIL -TOP PLATE-. 0 1/ .<__ il T , (a.. ! FIN GRADE _ - - ..1.) (I •4 CONT. TJI JOISTSHEATHING n5 INC'ICATEG * ,) li--- ciLe r "" ,� 2x6 STUD`S 16" ��.: C n , Ul n !.. 1-11 1 • ,°' `' 3 1 \� J015t HANGEF� 0 I __ 1 - JOIST HANGER Z II 0I _� • �� 1, - _ T - --''. - ( 3. , •4 CONT. c:LE/AR n 1 ,- Z Ion DATE' 1 AUGUST 1002 68th Pkwv. 10998 r I, F'T� DETAIL AT STORE51ONT 1'1 LVET'41L 18 GET,�IL. BUP2002-00396 DRAWN. RON a ' >r .�" I 1 O I r''' 9902 58.1 N.T.S. 38.1 N T 3 of c Q 1 m N V V .1 i N CO rt) a n 4 t NOTICE. IF THE PRINT OR TYPE ON ANY �(r III III 111 '111 III VIII 111 111' 111 1 1 111 III r 1Y -r1 r r 1 i I rr i 11 -r r l�l l 1 t t 11 1 1 111 �11 V I I I I III I I l l j l III I l f I I I III I I IIIN11111%11111 III 'I! 'I I 111 III 111 1 I I �I I � � I � �I1I � 1 ( 1 I � �rl I � 8I I � �I . 1 � I I � � I IMAGE IS NOT AS CLEAR AS THIS NOTICE, Cu l -�-____ I ___ l_ �I i 1 1 __-_ 1 i� IT !S DUE TO THE QUALITY OF THE "°" $'l" ORIGINAL DOCUMENT 1�-r"---�. s L L L I S L T L L I t R t L t t �t t t tt t t �t -1 9 I & f I i , I t���n� ' I I I III iI I I ! III! II 1111111111 111111IIIIIIIIt 1111!1111111111111111111 Illllllllllllllllllllllllllll 111111lll4111l1lUl.Ul1111111111111111%1lll1 ith10NII . 241i. � � � I Illilllllllll II IIIIIIIIIII �III� II �i I __ Li......... _ __ __ • _____ _____ _ . I IIII IIII IIII IIIIIIIII�lllll I�II111111IIII I�il 414141 �lil IIII I I { III I III V • 1 /\, ___ 1 ----- - /\/ - -- — - :,.4_ _________ ____________________ czicoca4--- aa I —J W Liu `PH ' QMH IF'Ec:UIREL: WOOL l -+�MEMBER p REQUIRED WOOD ....j. 1,-1L-, p r1E► BER—? �� _ I o _ �� 31MPSON HpImA tYPlG9L SLA@-�Q� __ SIMPSON NG10A CC r I 11 °�TR<JCTION c4` III KI f i F T PLATE 11 0 (, _- P T PLATE / U1 111 U _ _ rZ rI 1 70 SIMF- •N 55113 28 r fVE al Ill ° �} / :t1 . i 1 . _J :-� 1� 1 / in \ Ill Ill j v Q 7 L� 11 Q 9 l77 f1iii o �l ' Q U� - _�`-.. 51MP5CiN 551E :8 '� Q - C u 3�/ I ( pl ,url i Q , Fpppmpmw,---....,m.m.g.mmumipgm.,...p... .. ..noor•on•MninnrrnR•••••MM•N•n•MlMIM.MN•Pl• II '- 'i N , FBRST F OOR u - - dC/') pD. A 3. 1A3. . __ 1 ----- __ , S .1 LLJ Lu (--) 1 11�1� A3. 1 Bl'- 1 A3, 1 - Q ' - :; - ill ROOM EINISt SCHEDULE "� C,,,�_- 1 FLOOR - ASE -"'EILINC L T L L 13'-0" L ALL I �� C A9. 1 /J GI I 4I 2 ALN, _ i..L ,,, _ - 11 PE 2 SW \ 05A 50cfm per fixture Irvin. • 1 X) 1 ;i I _. __ _ _ 11PE2St11 TYPE • J --'ILI ^ + ► , �`.�� \ \ \\\\�\\�►�\\�`�\\\ ►�►\\\\\\����� \ ►\\\\\��\���►��►\\\\\\�.\\\\\\\\\\\7073g4k‘6 \\\\\� \\\\\\\\\� \�\\\\�\\\\\\\\\\\\\\ �j ► �� \\���\`WAWA'i��i�/j%i�i i� - Z N .t (Y �O G _ Q O n Q O c� � 5 1 tr , ►1► ~ I ww U Q ZaU i Za ► ' j I ` - ;, 1 - A�_B;i % 4 �2 ►- +- aaJZ Oml00JZ ; z I 13-1 Z. . 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STAIR ` p p O + ",' ' - ---____ _ _ _ _- - 1 5 _ ` /� e 1 f g OSET01P3 - / �� 4 - AFF - ,:__- t - I - -- ` OSA- NQ �' // �� / 10� NFERECE - O, , r _ / / E I 106 HALL a a li r 156 - 0 5 �- IG1 I ''8 ' / // as,, ~ %lir � I I / r 1 108 p 107 MFFICE EN O O 0 0 O 0 , l -•--� / /r //rr/% /,. //%//i'//./ 09 WOMEN 0 0 0 0' • / / / /'' I: _ %•,%// //�///1%/�' 110 GENERAL 4FFIC£ 0 O O p x 1 0 4 u--f'J / T1 PE I ' I s 111 CLOSET O O 0i O ! ^\ A OSA- b; 5F. x .05 • 3 CRI MOP' -' ,� -� -a 1 1 I ,• i r - If - / _ STAIR _ O O O Or-_ ' �. �_._ 1 O '� 08 109 51r1P50N NDp�A ` alk 113 WORK ROOM _ + OP _1 t \j//f _ �/ w i tri-08„ 11: ‘ , ' 111 f - �- W/ 6 x 6 E •CI•EN _-- ` 114 p ► O o1 O--• - L 0 4_ O 0_ . T1 Pt 15W 1 0 3) . , .-�_. ' , -�. .D a ` t ,5 - - ---� O O �--4 ; OFFICE 1 1 A 1 A2.1 Nair112 J 4 -� _ 161IR ' t:•:. _' ..illi \ ri . - - 1 it', DOOR SCHEDULE 2. noo�� TYP;=S 1 SHOWN ON SCHEDULE INDICATES TYPICAL `• 1 00 3. DONSTRUCOOR E ON ( ^^ . ^ TYPICAL SOUR CORE_ `�l L? Oo �' n GWRAP- 3ACi/ CD - - 3 ► ,_vi ;�,A HC - HOLLOW CORE't �1 ` ~ I U1 C7 w v HM HOLLOW METAL r 14'•1" C (EQUAL) (EQUAL) ` _ w 1/1 c,� Z MC - MINERAL CORE _� , a J Z g Q aQ 0 RU ROLL UP/COIL ' et_ AL - ALUMINUM ac GLASS 05A- l3 OCC. x rn ` C �' '� NO. SIZE U t7 a L. I 4. MATERIAL/FINISH OSA- 2 O.C.C. x 20 cfm • 260 cfm recid F "� 20 cfm . 40 cfm req'd q �� d ` 101 3'-0"x 7'-r�'x 13/3" D � rr TP - - TYPICAL - W070 TRANSPARENT - ---- - a,l%I'1, -- WF - WOOD FACTORY 13 - Lf 102 3'-_0"x 7'-0'X 1 3/4" D K rr TP - - 1 PL - PLASTY $jA�F el'� LAMINATE i► , 6 -' GENERA. OFFICE A . 1 103 _ 3'••0"x7'-O"x13/4" C far mc TP -- - 2 ME - METAL ENAMEL ilk ,, r - WE - WOO) ENAMEL. F 107 108 104 3'-O"X7'-O X13/4" C iYPTYrTP - - 4 „s - 1 10 ,� i �--- FF - FACT(,RY FINISH �' A3. 1 + % , 105 3'-0"X7'-0"X13/4" B roup - - - 5 5. GLASS , "� 1 1327 J 106 3'-0"X 7'-0"x13 4" C TrPTYPTP - TYPICAL. - CLEAR WIRE `� r / / 4 TP - TEMPERED PLATE V' I / //i 111 /. / Q 107 3'-O'X7'-O"X1 3/4" B - - - 5 SF - SAFETY GLASS �,\� 1 C)0 SIMPSON ND 8A 108 3'-0"X7'-0 x13/4" 6 TVPrn - - - 3 . 20. 45, 60, 90. INDICATES RATING IN T1 PE 15W '►1 14'-1" 1 1 41. -- W/ b x 6 EACH END aBIMPSON ND 8A - - " MINUTES FOR OPENING „ • / 1 3 + 5 �/b x 6 t HEN EN" 109 3' 0X7 0 X 1 3/4 B TYPTYP - - - 4 7. TYPICAL FRAMES SHOWN NUMBER iNDICATES �; �, __ !SE \ �* 1 1 1 110 .. MANUFACTURER - - I- - _ - 1 B. NUDETAIL MBEI'SHOWN REFERSON TOSHEET. HARDWARE GROUP OF p I 1 1 - P 111 3'-0"X 7'-0"X13/4" B TtPNP - + - 3 HARDWARE SCHEDULE --- 1 12 3'-0"X7'-0"x13/4" A TYPTYf'TP'- -' 1 60 %'%//////����/���• 113 3.-0“x7'-0"x13/4" A TYPTYPTP - -� 1 1 00 T TYPE I sus -- - 1 14 3'-•0"x7'-0"x 13/4' B TYPTYp - -- - 4 - (---- '' a ___ 115 3'-0'•x7'-0"X13/4' 8 TryTYP - - - 4 • L1X Cil .� ( 02 = C %Pi yE5T g 101 0 - •Y 7 t 054- 2 O.C.C. x O ...*P.: {A� ` ` 20 cfm • 40 cfm req'd -c\ 1 09 l . . a, T_______ _ I ��i 0 A. E3. G. D. ,# - , (41- i Lri":" Cis© �'l///I///�//lI/ IIT/lI/Ill/l / / -- 0 ALL NARDWAB!<L4_RE"_Elly `r�, �� LEYFR TY. , tt �--� 111)' t- -n-- __ f I RONALD JAMES PED TYPE 15,.) T1 PE I SW TYPE I SW TTPE I SW , ri- - ''. +, Door Hardware �` l Abbreviations of Manufacturers 4 4'-8" 3'_q" 4, 8'-a" 3,-4„ 6,-4„ 1e'ALEM+ •,i, t • 14''0 h 4" 16'-0" b'•4" 4'-8" 6'-4" 2'-0" IV Ives GJ Glenn Johnson r9 • .. --__I ---- ..- - f- - - -- - - �- .-- QA Quality LA Laurence • ,' 8'-4" 8'-4" 51'-0' 8'-4.. PE Perko MC McKinney OF Q - --- - ----- --- -- - - �l --- - -- 5A Sargent RIX Ri+on '� I - - - --i- - _ ! -�-. HARDWARE GRIP h REv. 76 NOvEMDER 2002 HARDWARE GROUP•4 REv. 1 JANUAR/ 2003 '' ALL HARDWARE BY MANUFACTURER (3)each Hinges MC TA 2114 4-1"2 x 4-"2 ''` '-� - L.._ .J 110 - - (Peach Lock SA 65605 11 A ' R (I)each II I 1 L._ � L, � N RQ�IP��ROUP Wall ,top v 40 /2 B ' rei \ --� , A \\_. (3)each Hinges MC TA 2114 4-1�1 x 4-1% (I)each Silencer GJ 6.1 - - c .______)) � - - \_ (I)each Closer SA 65005 50 UO (I)each loser 5A 125s� UO 2,153 F. SCALE: I/4" • I'-0•, (I)each Threshold PE 111A HARDWARE GROUP '5 Meech Weather Strip PE 303 AS (3)each Hinges MC To 2114 4-1/2 x 4-1/2 (I)each Mullion SA 980 (1)each Privacy 5A 651165 (1)each Wail Stop lv 401 1/2 d HARDI JVA GOUP_ MI)_Leech Silencer GJ 64 - �- E X I ST IN!s ROOF ROOM Q D _ (3)each Hinges MC TA 2114 4.1/2x 4.12 (I)each Cioser 5A 1250 UO _ (l)each Lock 5A 65604 Ill P5....4 101 ROOM NUMBER (I)each Well Stop IV 401 I/2 B �!' '' pr EXISTINC.G INSULATION `1 44 SQUARE FOOTAGE (1)each Silencer GJ 64 ears 6 T.;I ROOF ,.'GISTS 100 -- OLP. • 1 -••- NUMBER OF OCCUPANTS wf - • ,\...... SYMBOft KEY 1 1 - , A,_ LAY- IN PANEL - CEILING CO FIRE EXTINC,U15+aER (I PER/3000•) (I) REGI'D ' (----- CrS/8" F ESC. KIDDE DRY CHEMICAL FIRE EXTINGUISHER T-T"PE .! CLASSTICATION 2A10B:C (MIN.) ----- --- 2>c STUDS - �� GA FILE N0.WP 3510 I HOUR FIRE 39 TO 39 BTC BOUND TABLE 1-C UBC 1991 - `I HOUR CEILING FIRE AS9EM O i --I \v l'/ A.� _ V S ITEM 'L - SOUND INSULATION ": .. - - - r 4"^--•r.,:,. . ,'.,.:.,..? •. • \ 1/?" MIN. STRUCTURAL PANEL RN !� BRICK vANEER ' I AIR GAP -- W/ EXTERIOR GLUE WI 8d NAILS r• !4!, i .1i1! �. ''w•; Q -- �� TYPE X I/1' G1 P. BG . �Q� µTO' ► Zr 2x6 DF "2 0 16" O.C. _ --2x4 STUDS �+ -R-?I IN5UL. �:%� -SOUND INSULATION I 1- JOIST CR TRUSS A ,4" 7 __. _ TTPE X 5/3" GYP. BD. �+ fie" GYP. BD, T T O.G. CI - 1 ,' 1 EASE LAYER T - �e. -- FACE LAYER C lrV [f- ?) � i " "�U - . WA1 . �;-% ��'J Approx. Weight: 1psf mispiamenueesemee O 0 ® N.T.S. Fire Test: UL R350i-41, -48, 9-11-65, ;FILING CONSTRUCTION a Design U309 UL R1319-12'3, Base layer 5/8" Tv", X gypsum wallboard applied at rlgrt angles to plst or truss 24" oc. with I-1/4" ( IL.� l 1-22-10, Design U314 Type 5 or Type W drywall screws 24" o.c Face layer 5/8" Type x gypsum wallboard or veneer base ll Q il Soung Test: NGC 2404, I0-I4-1Q' applied at right angles to joist or trues t,-rough bass layer witf I 1/8" Type S or Type W drywall (� screws 12" o.c. at joints and intermediate joist or truss. race layer joints offset 24" from base layer J [l �` 2x6 STUDS joints I I/1" Type G drywall screws placed 1" back on either side or face layer end joints, 12" oc. L ' 4. SHEAB..WJ.I. IE�Ll; J SOUNt) INSULATION CO J n TTPE l SNEAK WALL- 1/2" CDX PL`WOOD (1/16) W/ 8d a 6" O.C. (GOOD FOR 24010) ��� � ' GTP. SU. �YF_$VI'l)ALLBOARD- WOOD�j� o i ° ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR COPSUM vENEER BASE W NTFE 2 SHEAR WALL 1/2" T rPt r SHEATHING WI 5d COOLER NAILS EXTERIOR1-•- APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2x4 U. OD �.QQR�D - 7 �I0 0 - 1 AND 5i8" TYPE :� GYP BD UP 6d COOLER NAILS a 1" O.G STUDS 24" O.C. WITH bd COATED NAILS, I-1/8" LONG, Wood joist, floor trusses and roof trusses spaces 24" o.c. with 1/2" wood structural panels with il UNBLOCKED (GOOD FOR 21510) CC/ 0.0915" SHANK, 114" HEADS, 1" OC. exterior glue applied at right angles to top of joist or truss with 8d nails. The wood structure! U.. ,--' panel thickness shall not be less than nor less than required b,' Chapter 23. 0 C '1.-PE 3 SHEAR WALL- 1/1" CDX PO WOOD (11161 W/ 8d I 3" O.C. (GOOD FOR 450•/ CIE'rERA-L JOINTS STAGGERED 24" ON OPPOSITE SIDES. (LOAD•BEARING)NOTEkw . 10998 I The finish materials used on interior walls and ceiling shall not exceed that ett forth In UBC Table 8-A, B 68th P v 11 W �(� • 'TPF 4 5��EAR WALL- SAME A5 3 ONE HOUR WALL ASSEMBLY N 13UP2002-OQ396 Z al 'IPE 5 SHEAR WALL- 1 LATER 14 CDX (1/161 EA SIDE OF 2rh '5 UD WALL ONE HOUR CEILING ASSEMBLY Sot -0 DATE, 1 AUGUST 2002 ll' • 4 C. (GOOD OR 100sJ r. ._.. DRAWN. �" (2x4 FIRE RATED L> (2x4 FIRE RATED WALL) T ON J j SCALE: 2" s I'-0" hiANDT;ANDY R4ROORA0VAUTODE.Ii[eTAIL6iCNE+1CURS'T6TEM SCALE: 2" • I'-0" 1,iANariavoYiPROORAwAU'ODEsuDETAILsio►•i!►4OUR6T6TtM JOB NO.. 9902 3+. A2. 1 • NOTICE IF THE PRINT OR TYPE ON ANY tlrllllll1iI111 1111111 VIII ! 1111111 11 /11 I tlif►l1lt�liTTTtltllllllltll llillllll 1111111 1111111 iIIII I IIIlIl1IIIIII t Iltllll VIII I IIIIIItilll I 11111111 111 til 111IIIIIIII I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, II JJ 1ec, c_2_____.7.?____ _ctY/ I 2 I II I 14 I 5 I 6 I 7 + I I 10 I 11 ' 1 r\i IT IS DUE TO THE QUALITY OF THE _ NOas ap• - ORIGINAL DOCUMENT C L 8 �6 C L L t3 L� fel L i e t L i t �I �t S t Tit t 8 �L Y 1tB L t��.►>� t [11IIILII IIIIIIIILIIIIIIIIIIIIII 111111 II 1111111111 ILI111111111 I I1 I I I II Ilitli' 11111111 !,Illi LllII !III I�IIII�I II �I II IIIII�Ii �llI IIIIIIII IIIIIIIII � II I � ii � I I I1 � I II�I 111111 � �I I IIII�IIIIII II IIIIIIIII�III�IIII�I. ►II►Illllll ►III�IIII II►Iilil IIIIll1ll1ll111111I1tll�lll 11l�llli N I u W 10998 68TH PARKWAY 2 OF 2 FILMED 2005 Bt1P 20002 - 00396 1 SECOM) FLOORSCHEDLJE < ._.'-cr. tom' W 1 r 82'-0" - - r- / sIMPs/x� r� L5THI5 8'-e" I ROOM FINISH SCHEDULE CD ' U ' -__ / �� 'Ar. - - --- -- --..1- WALLS r'LOOR BASE WALLS CEILING C�-�� -,- - ---- -- ---__ T1 e ; �--� I — i j2 oLL - ---- ---- ---- ----- r ,,,,•-\\r,,,.\-\\-\\-\:\:„.\\\,,,„...\\,\.6.4„, _-_ _.._ ^ihv L3 5 1 >-"J z*'' ; N v• l a t0 OU Q Q O O 't 0 :V /' Za a / . IQQiO S' S 4 i I Iz 4 2 .."LiJ -L•J J EXE\T OF U HR WRAP -CLACK — -3 T103 ___, mmm wm IQ - __ - • 3 u, u0u) (..) 3aa3 inZ66 6i '1 .: '6E' J JEL 0 I� �• !I? - 1t STAIR1. 0' ► , 1 immo m,, I (--- ,, -- ► / 9i:/ 1 t0202 OFFICE O - ._ C — 0 s� IrE pFFIGEfe 203_ OFFICE - 6---- O _O -T ------- es a 20.1 202 A2.1 204 OFFICE o- o 0 0 \ \ --o It 205 OFFICE CE O .ter O 0 O - 1 1 6 /" 1 1 1 W/ 2) SIMPSON L5TI13 206 OFFICE ��O 0 y 0 `_ O'c."�' l Lu _ 1 NR 1 OO I / \ 1 00 ; INR 7 'TIRE 1 SW 2O7 OFFICE O �O _ O p0 t / -_ — 208 CONFERENCE C'- O o O _l 1 T STAIR ��_ ._ s 209 STA �, 203 204 210 TAR- 0 O- - Com-- od - _____________ --- _ N , � 2. DOOR T`r" PES `- r� -N - \ 1 / 0 _ DOOR SCHEDULE 1 SHOWN ON SCHEDULE INDICATES TYPICAL �+ caNIE��.gfI�CE r 2. DOOR TYPES L` n1 i A2 1 A2.1 / c� ;I IE 3. CONSTRUCTION km t' 203 ' .p i_________gyp � � ^^^.� t ^^ TYPICAL - SOLID CORE t- 1 -0180 ' ,-,- °° cia N `. HC - HOLLOW CORE ao N ,. __ _ " - = L0 W Y HM - HOLLOW METAL §§ - - I/ W Z v) E/1 - MC - MINERAL CORE I,,- IQILE I 1 00 No. SIZE AL - ALUMINUM & CLASS G. Q ►- Q RU ROLL UP/COIL }} OLJQtY0 Z"5 _ V L` = 4. MATERIAL/FINISH I , MECHANICAL PLATFORM 209-i 3`' -3'- 201 3'-O"X7'-0"X13 4" B TYPTYP - - - 3 TYPICAL - WOOD TRANSPARIENT `0 ig N, -•-' ` �,.. 202 3'-0"X7'-0"x13/4" B TYPnr- -S WF - WOOD FACTOR!, rn — PL - PLASTIC LAMINATE rn y __ 11 L (EQUAL) (EQUAL) I� 203 3_O"X7'-0"X13/4" A TOTr111P - - 4� ME - METAL ENAMEL --- -- ---- 3'-O"x7'-0"X13 4" A TYPTYFTP 4 - - '. a, 20� / _ WE - WOOD ENAMEL \ -- _ FF - FACTORY FINISH w �02r \ - - -- '-0"(7'-0"X134" A TYPIYPTP - 1- 4 5. GLASS <vj \ STAIR ,3'-0"X7'-0"X1314" A TYPTYPTP - - 4 TYPICAL - CLEAR WIRE N 201 ,y TP - TEMPERED PLATE 0,1111111114„ � i 207 N 204 1 SF - SAFETY CLASS g ' - - r MINUTES FOR OPENING • III�I F lh __------ MINUTES i -- - �., 6. 20, 45, 60, 90, INDICATES RATING IN �i A Z 1 k - -- - y 17, 7. TYPICAL FRAMES SHOWN " " NUMBER INDICATE J -- I I DETAIL SHOWN ON SHEET. 9 ,n - - - -- 8. NUMBER REFERS TO HARDWARE GROUP OF cid N HARDWARE SCHEDULE v , r _______ ��06 1,,,,40-3_11 TYPE 2 SW _ 2• / 75cl W/ 2) SIMPSON LST113 EXMN }-fR RAP - BACK )V:g 114 _ — , .--, _ `� CO . ' C114 i... 0 ^'_ 100 �� 100 � t'3) � x4. B. G. D. 1 1 ' - - r © _- _ -- -� - 10'-3" 10'-3" al ALL HARDWARE TO REcEyg - - - -- 1 T LEVER TYPE PAROWARE I zDoor Hardware___ 1 Abbreviations of Maiufa Curers ' 499 1i44?in f. 1 1 I - -- — %'///y///. LI -_ p Iv Ives GJ Glen Jornsr� ��. - -- - - - --- — — 1 `7 TYPE 15W TYPE I SW GA Quality LA Lawrence $J RONALD JA"FS PED' ^ W/ IMPSON (2) L51415 - 22'- W/ SIMPSON- (2) LSTAI - PE Pemko MC McKinney ►i. r-" w A. -8' 5A Sargent RIX Rixon t 86'-4"3'-4" 4" '-4° 3'-0" 6'-4" 14'-4" 6'•4" 4'-8"--..- ' 8"~ 6'-4" 1'-0" N� P4gQy�ABE GROUP'S RDWARE GROUP 'I SALEM, OREGON �-- I6'-O" -_ ALL HARDWARE BY MANUFACTURER I� ' —�+ - --- fi —s- �+ --- _ "'�~' (3)each Nlnges MC TA 2114 4-I% x 4-'�� /�, / Q 05 8'-4" r- - 8'-4" - 57-0" 8'.4" NAt�DWARE GROUP ^ (1)each Weld Stop Iv 4p1k SA5Gi g (1 Ov I (3)each Pincaes MC TA 2114 4-lx? x 4-1% (I)each 5llencer GJ 64 F I -- ------ -------- - -- (I)each Lock 5A 65G05 (I)each Closer 5A 1250 UO REV. 26 NOVEMBER 2002 i (1)each Cost" 5A 1250 UO 1 REV. 1 JANUARY 2003 (1)each Threshold PE 111A HARDWARE GROUP 5 I ' 1 - -El09Q lU each heather Strip PE 303 AS l31 each Hinges MC TA 2114 4-1/2 x 4-1,2 J ll)each Iv �� `J16' (I)each Mullion $A 980 Privacy SA 65U65 - 1 .., (I)each Well Stop Iv 401 I/2 B HARDWARE GRQ E 2.1 (I)each Silencer GJ 64 S60 S.F. SCALE: I/4 I'•0 4-11/2(3)each Hinges MC TA 2114 4-' x 4-1i2 (I)each Closer SA 1250 UO g (I)each Lock 5A 65G04 , (I)each Wall Stop Iv 401 lit B (I)each Siemer GJ 64 1— EXISTING ROOF ROOM u JTI=. - �- 1 1 . 0.2.::./ Ill 1 01 ...-- ROOM NUMBER A IP - EXIT-STING INSULATION IPIPIPIA 14 4SQUARE FOOTAGE O TJI ROOF JOISTS il • ■ 100 -- O.LF. 1 --- NUMBER OF OCCUPANTS Q 7 1 # - \`- LAY-IN PANEL SYM '" KEV CEILING FIRE EXTINGUISHER (I PER/3000.1) (I) REQ'D 11Ill --- 5/8" GYP BD. ® KIDDE DRY CHEMICAL FIRE EXTINGUISHER I TYPE Y CLASSIFICATION 3-A: 40-B: C 1 - 2X STUDS U11 S (GA FILE N0.WP 3510 , I �IOUR FIRE ] 39 TO 39 STC SOUND , TABLE 1-C UBC 1991 - I I•IOUR CEILING FRE A55EMBL1 4 - - SOUND INSULATION - ITEM '21 �■ ( I is - Ilit e. E.IF.S. 1/2' MIN. STRUCTURAL PANEL =,� `�x �� �� I��" PLYWOOD �. V W/ EXTERIOR GLUE Wi 8d NAILS rf, N SO ►��� 2xb DF '? a Ib" O.C. ►�' 2x4 STUDS "- __. X Q 1i-R 11 INSUL. ; SOUND INSULATION , s" GYP. BD. s GYP. BD. • ,;... n in _ .� / JOIST OR T 11 WA....r - USS AT 14" O.C. YPa SC [ON BASE LA1 ERcN 7 Thickness: 4.1!8" t` ,�9 FACE LA1 ER ® N.T.S. Approx. Weight! 1per o - till - Fire ;sit: 'IL R3501-41 -48, 9-I1-65, CEILING CONSTRUCTION LL0 . o 'D Design U309 UL RI319-129, Base layer 5/8" Type X gypsum wallboard app!led 1 at right angles to joist �lr truss 24" o.c. with I-1/4" 0 �i 1-22-10, esign LL)Type 5 cr Type drywall screws 24" o . Face layer 5/8" Type X gypsum wal'hoard or veneer base Z l `'� Q Sour,q Test: NGC 2404, 10-14: 10 applied at right angles to joist or truss through base layer with /8" Type S or Type W drywall 0 ci) SHEAR WALL SPED1ULF ►T1i_ U'N24, STUDS screws 12" o.c. at Joints and intermediate Joist or truss. Face layer Joints offset 24" from base layer ..J '_1_, 1 TYPE 1 SPEAR WALL- 1/2" CDX PLYWOOD (1/16)Wi 8d • 6" C.0 (GOOD FOR 24es% 50D INSULATION Joints, I l/2" Type G drywall screws placed 2" back on either side or face layer end Joints, 12" o.c. 3 As" GYP. BD. mAi cal P_Ul__WAWK4 ,11WP O_U12_5 m O TYr�E 2 SPEAR WALL- 1/2" TYPE X SHEATHING W/ 5d COOLER ti�ILS EXTERIL,,, ch O ONE LAYER 5/8" TT PE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE W h g AND 5/8" TYPE X GYP BD W/ bd COOLER NAILS a 1" O.0 ► - APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2x4 WOOD • �QQfi_AND RQQES�QN RUGTIDN V p UNBLOCKED (GOOD FOR 215s) © STUDS 24" O.C. WITH bd COATED NAILS, 1-1/8" LONG, Wood Joist, floor trusses and roof trusses spaces 24" o.c, with I/1" wood structural panels with LL, TYPE 3 SPEAR WALL- 1/2" CD, PLYWOOD (1/16) W/ 8d e 3" O.. (GOOD FOR 450s) 0095 SPANK, I/4 HEADS, 1 O.C. exterior glue appl ed at right angles to top of Jo st or truss with 8d nails. The wood structural ll. �-� panel thickness shall not he less than i" nor less than required by Chapter 23. 681h Pkwy. 10998 O LZ-_-= 1-- TYPE 4 SPEAR WALL- SAME A5 3 GENERA'-.dcL JOINTS STAGGERED 24" ON OPPOSITE SIDES. (LOAD-BEARING) BUP2002-00396 O TYPE 5 SPEAR WALL- I LAYER V1 CDx (1/16) EA SIDE OF 2x6 STUD UJAI L I. The finish materials used on Interior walls and telling shall not exceed that Fet forth In UBC, Table D•A,B. a of 11 IC W/ 8d s" o.C. (GOOD FOR 100•) ONE HOUR WALL ASSEMBLY ONE HOUR CEILING W ASSEMBLY Z °0 i (2x4 FIRE RATED UJALL) (2x4 FIRE RATED UJALL) DATE. 1 AUGUST 2002 DRAWN RON SCALE: 2" I'-�" w/AN '/QN.. 'RObR011i0UTODEII/DETGILS/Gt�ENOURbYSTEM SCALE: 2" s I'- ANDYiAND1r CGRA21/AUTODENiDETAIL6/oNE1:0URSYSTEM JOB NO. 8902 1 c o A2 . 2 I — Filtiviitillililllllllllll111111 ! III IIIIIIIIIIIIIIIIIIIIIIIIiI1111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINOTICE: IF THE PRINT OR TYPE ON ANY 1I III II III III III I I III III VIII III I I III I I I ( III 1 I I IIMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 — I --I—. I --I-- 4I -- 1 �l — 6 71 �� `I 91 • 1 10 I _11 _ 1 J __,) , . C� :,2 i IT IS DUE TO THE QUALITY OF THE _ _ r�w ss 6.721�r,.- . 7r...:1 Sciv a,�,,,�. ORIGINAL DOCUMENT B �L 811 L �L —e� 'n1111111 B 8 $ Ili— S t t t t silt P i iii- t t o .L — t>,.,M )III IIIIIIIIIIII!I IIIIIIII11111111111111111111i 11►III 11111111111111 IIIIIIILII►II II )III 11 I I I IililltIllillillislI111111t1111:11711[111111181111111111111711III 11 1/111111I IIII111111111111111111111111111111111 I 111 11111 tt��tt aa(( � i11111 I VIII �1111111111111�1I11111111,1 I III IIIIIIIII�( I III 11W.11l! U II N Ibillillillimmimminmommonommimmoimm.m...... _ _ _ ___ _ _ C] C/J r1 D-- I NR PROTECTION REQUIRED 10'•0"(MIN.1 FROM E � M n+ w PROVIDE 1-HOUR PROTECTION -� AT TRUSS O -- - !2 1? FLASHINCC G C 6 =_�;, MANUJFACTU- 6 la � � MI .._- �N - ti - 81MP50N BT-R L ' �...•._._ ■ GALVANIZED l GROUT AND Pi 5TRI1CTURAL TIE •i4' 1 a• FLASHING VEF2T AND 16" FiORIZ i 1 / 2 rs.:411,1: I■ - - ---_- _ • EACH STUD A2.1 -1 LJ:.,.;:' SIMPSON BT-R �_ - vAPt BARRIER VAPOR BARKIER NR ; , - _. -_ I HS C,ALvANIZED ��:� 'ail .. i` AIR GAP ---I" AIR CTAP STRUCTURAL TIE •24" ._. we -- FLA Oft G UA' .._. FLASNMG W/ VERT AND lb' HOR'Z. t•� "'� WEEP HOLE ti VEEP HOLE , 9 • EACH STUD r _ ^ 4' tit INR PROTECTION REQUIRED 10'- "(N1N.)FROM R Vg i , � , G PROVIDE !-HOUR PROTECTIOI M AT TRUSS IS 12 12 ,dii© \\ / , - - - r� S8.1 6 P- - ANUFACTURED TRUSSES c 2 " C C:---1---. \, 6 2x12 DF "2 ii - -S7C ' ON 6 24' O.C. / gg Ali -7 AhrLf PICAL BRICK VENEER NW SCALE: I/4 = i -p ' n -b° 6:-::::------'.5----,11 CARRIER TRU55 /, SCALE: I/2"a 1 -pi ANY ROOF VEN 5 1G 13E • J �,l �I•NR PROTECTION REED 10'•0 MIN. FROM IP "' - - - - 1 NR PROTECTION REQUIRED 10'•0"(MIN.)FROM fE r-ORE THAN 10'-0" A'1)AT -------- PROVIDE 1-HOUR PROTECTION AT TRUSS F� _ _ ___ -- ` Q ,� 111 �� 12 ► PR >VIDE I•HOUR PROTECTION AT TRA 10'•0" / \ - Q a;. VENT BAN FANSg4,s, NO ROOF OR PLUMBING VENTS WITHIN NE / �-_ ---1 THIS SIDE OF IHR WA PO ROOF OR PLUMBING VENTS WITHIN TIS ------- `---- ACTUAL I0'-0" DIMENSION c� 0 e ACTUAL 10'-0" DIMENSION 1s 12 • • --i•' "x2" NOTCH TOP s ` (o /� 1-',2"x2" NOTCH TOP • 1311 ° Q „ Q © I H[� �- O BTM � • EACH RAFTER f • EACH RAFTER MECHANICAL PLATFORM `� / � I '^ ~ r 6 I- �. 12 TRU55 1x11 DF '1 f' Q_ -._- 2x12 - • • ?4" O.C. � - � ~ 2 VENT BAN FABS ''- 2 - 0 '� -i -- ' - AGC 55 DOOR )- .-\ 6t.ti 24 ••r; NIS SIDE OF IHR WALL A2. 1 / 0 TO GN UNITS �.. 14 PRE- •NUFACTURED �� Alb I (� / S8.1 \ \ S8. 1 -J ----, j 1 / 4 , - tMir _ __ @RICK VENEER J �--- --- - I / _� ---- 44h11A4H, - - -�•- 1-J 171245-�- O.C.----`_ - ------- 1_4_ rPlcAl o ❑ o �, -j FLASNMG= I Li .• I - 1 5111P50N BT-R y- tr- ~ 1 N� I� A 2.1 ~ :: ■ I H� I GALVANIZED I - I S R1tC11JR/�1 TIE •24' p9 1 ; `° IW - I I SRT AND I6' NORiZ ec, c!) Wit.t c° A3,1 I = I� '� 1 �,, I I • EACH STUD ^`�` �� Q, W 1 HR 1 Q A2.1 EA-1-3'.41) `rI9 :�-- I - 4 - VAPOR I �� - 1- = IOU = 0 I - I !' AIR GAPBARRIER & 8 rd H� •- - -- a _j I BASHING RONALD JAMES PED • U 1 t- --r-' - - LI C: ',1(/‘'I = 58.1 _ I (� -- 3 19c.i.EIAL'ILOFIEliON r.,,. ' ' , 7 \ 58. 1 / \ / `t (- \ - /------ ..__yli 1) \ / L I / • _\\ + ---- -- I I �; �„Y 1- (1 I OF \ / ` / - --- -- - - REV. 26 NOVEMBER 2002 SIF (( „ - oN 10 -- ir-- Clr I 10 \, - / / (-- - - - S REV. 1 JANUARY 2003 SCALE: 1/4"211-0" Sa•1 12 S8.1 g alk S5,CT ofd b'-3" INR SCALE: I/4" ■I'-p" �1 8. 1 SCALE: 1/4"=1'-0" 12 I ✓ of ` 11" ~� 7 I CARRIER--�_ n $- 2 ----'\ ___ 6 TRU55 BEYOND _�� 11 a 12 TYPICAL ROOF G TI TYPICAL A r�� n ONSTRUG ON PIG L W_1LGONSTRUGTIQN a u n F �� 1 ADJUST THE OVERHANG SU THAT u t `� ARCHITECTURAL SHING_L5 BRICK VENEER OR SIDING -'n y 1 4 R -MA}�UFAc i UREIC" i II 76 4 1/16"0513 VAPOR BARRIER T"1 Q�U ` �� , 12 P�GUTTER DOES NOT ENC�' 1ERTI UNE ON ALL r� tIs I 11 i - 8.� R Ig INSULATION 0513 OR PLYWOOD AS PER PLAN � PRE • ANUFACT ED 6 (3)!11Gc'9r.ONTRAGTOR 13 TO VER1F7 58.1 „ 7Rl�iSSESi, 24'��p,G, n i II �/ - I - --� M N H 9. N -� M PRE-MANUFACTURED 2x6 STUDS ©�t TR - ES m 24" O.•, TNl5 DIMENSION /APFROX B") y LA . f \� TRUSSES • 24" 0�. R-19 INSULATION t L:4-,' / © a � LAY-IN PANEL OF 5/8"GTP. BC. GELLING 5/8" GTP. BD. ( C.( ---.111111‘i ' ---- /'_ . ,y 1 - I WRAP BACK \ A2.1 = \ TYPICAL FLOOR �ON�T�ICTIQN 1 CEILING AT TRUSS ADJUST THE OVERNAri, 90 THAT i TYPIGA_!< AB CONSTRUCTION -------� 6 ___.___0R2X UP TO. S�NTGG THE GUTTER DOES NOT ENCROACH i.�• PLYWOOD 4" CONCRETE SLAB ^---- ►- ONt NCJUFlIAt� TJI AS INDICATED APPROVED VAPOR BARRIER ^ ` J l� �fi1=3}Q THE PfO�PER7T LfNf ON ALL r: 2 �-U , } / 0 yl , r7 , ! e tit 5 ADJUST THE OVERFIAK'Y 50 T}aA1 `Z TC ROOF 5 EAtNING (3)SIDES CONTRACTOR 19 TO VERIFY 80UND INSU-ATiON 6" CRUSHED GRAVEL - �� I 1 LAY•IN PANEL Or I P. BD. CEILING THE GUTTER DOES NOT ENCROACH `� tNIS DIMEN510N (APPROX, 15') j A2.1 w E!E4T / NE F'f�f)f'ERTY LI►� ON ALL Q. t-+ANGRAIL BOTH SIDES PRE-'"1ANUFACT RED (3)SIDES CONTRACTOR I5 TO VERIFY (: it 4 LIMITS OF ONE-HOUR CEILING t !�� 1 L I = / �1 f'G�v �' / TRUSSES c 24" C/.C. 5 2 WALL �i y A2.1 THIS D111ENSION ( 1 - --- , -- APPROX. 15 ) h - A9.2 . �y 2x12 DF "2 12 �' 1i-1R WHERE IHR LUN�RE rn- 11 { - -� 24 O.C. o INDICATED INDICATED 1::' .'D '-- ' :4 �, -I 6 P E-MAN JFACTJRED/ 18 S A �/-� I TRJ USES 124" O.C. 58.1 S8.1 \lop. \ 71 r -, \ - A� C' ►"�••j•?;- --�. f j- I I ;J - ---71=--- -�` \ 20" DEEP TJI b�I maim,, , -";- '-1 �' V \ _ -� a fi Fa -� N r HANDRAIL • / IHR 4" CONCRETE SLAB ASSUMING 2x6 BTM CORE. rHIS AREA - -- - -- BEYOND, -- -.40e.,,, ` - - ON Cor-1Po51TE DECKPROTECT BEA -- - ---- �' ADJUST PLATE NT, UNDER THESE TRUSSES T M WITH _ I NR CONSTRUCTION WITHIN • 1 • - ` 1 -- 7 BEY() D •• - - (12 iiiik " ---- - --- - - INR WHERE �-- r - --- ' A3.1 IN ORDER TO FLUSH OUT ROOF ON NORTH SIDF_ N b J, �A9.2 •�•�� r- „ 7 --C, DUE TO DIFFERENT DEPTH OF BTM CORDS I©' OF PROPERT` LINE -- N - . J - - �, SNC IGATcD • , • /s • r- r i NR I G • iI 1 , © c� 1 HR a: 0 _ c7 / j_a :o r ----"5 ber a a 24a.c. s. Q J -- INR I,UH O ERi Z �� INDCATE�• [� J U, o Ca 0 I _ -- r- .'� STAIR IL (1) `-' F 1 - = I „j .....1 o' BEYOND �� -1 - ! , \ ` II r 43 _ 1 1 f- 1 - - - �- _ A2. 1 / - -- --- -------4, \ 1 r- - _ - __, _________ _ __ ___ \\\ _A / \ 7 \ / \ , I E 7 -E, CT[100 [K.: ----10 \ / C \ / \ BUP2002-0096 V C�-� ^ �� -1 ..(S? S8. 11 - \ / / 66th Pkwv. 1099H J __( 58.1 ^ rg-3 9 r SI C - _ �(`� - / --. \� - � / lot 11 SCALE: 114 : I'-Q" S8-9 10 SCALE: I/4". I'-m'' 58.1 / S8 1 z in T . 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'-'s dd � N palrlaI�11111�11111/t�1lIMII111111111 11111111_NO ROOF PENETRATIONS W1TN1 OF ALL PROPP=RTS LINES-= �� - _�- ----- ��,;`� ................ r, _„a ,r :� 11111111 - . sr- _ 11111111111111111111111111111111111111111111111�1111111 - ..,------..---,..T.-- - -- - -- - _ -- -_ 111111 11/11111111111N1 i111iii1Q11n ----:--- _--_ �'`� IYISIUIU1UnIS� insi mrUnus+luuaun..� -- -- - ,_ - -- - VS ISnISlrI SIrnII+ttil�I 1UU/Irl USINSI . --7.----------- 7 IHIN11111111N 1111111111111111111 MI111111111111111111111 111111111111 111111 mum' INtIII1t1111NIH11111111111111111111111111I IIHI11111111IIIIII111IIIHHNII IIIA IIIIN111111111111111111N111111111111111111111111 INII 1111 I I I 111111'1111111111 ll II 1111111!111111!II l l I I I I I _I I I I I Il 1 1 - H 111111111111 NIMIII I II 1111111 111111111111111111111111111 II 1111111 II in - - - -^rBank _� „ -(2) 3�c4' s.1.,~ _ - O (2) 3`,�F�' IL_ (2) 3 a II (2) BRICK Tl .mr�. .., ___ ,i, _ 1ENEER ���',,) A fee - - -- _` -T -l NR WALL''�r -__ i __-- - r I - ~L__I I--J P ___ - __ -- I_ _ STOREFRONT � ' 11111111 minim IIIINIIIIIIIIIIIIIIIIIIIIIIIIII Illllllllpup' ;Hamm mummy 11111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111 IIIIIIIIIIIIIIIIIIIIIINIIH 1111111 IIIIHIIIIIIIIIIIIII IIIIIIIIIII 1111111!! !!!;_ BRICK - _�---TTTTTTTT TTTTiTTf-- m - IIINIIIIIIIIIIIIIIIIIIp NII mum _ um GLASS SYSTEM -- VENEER - - - --�- - --- -- -- - - - --� -- RONALD JAMES PED - _ — -- — - - --- - - -- _ -- ---— 1 ---- ------ 4. - -- _ L-1-- _1_4- - _ L - - - - - - - -- -- -- _. _ _1-L_ - - - S.J 3 SALEM, OREGON -P-j NORTH _ SOUH � u_ VAT1ON OF o_ SCALE: 1/8”- I'-0" SCALE: I/8"2I'-0" REv. 26 NOVEMBER ?mm? REV. 1 JANUAR/ 2003 1 1 2 LJ y c1. II L -1 a. N Ll. C, 0 C Z al N0 co L//11� N 11V U L.L. 68th Pkwy, 10998 U. j 0 BUP2002-00396 Y Sof 11 Z Oa 7. Q DATE 1 AUGUST .'00? DRAWN. RON i .KCS NO.' 9902 A3 . 2 sc t 1 c cr _ - --, .som .7nz lr"" .M..?c it'.^, ''.nr . ...,..L'"Xigk x..: r---- • ONININIIIIM iC ! , ,61►. RIMY __ / r,� w � ; _. _ ___._- -_...INN-4••••“._ _._ _ _ _ �-. S� 11 Cr -- II ill • , 1 ,.., eCo ' 0 . - 0 --'7---. ___ LJII ,. r r. g F--, �� LMI. 1 i _...„. Pill______ I / - .,. .,•.,„. \ , _ ill, , t ~iv weove,.5 t, _...... L., � ajrrMV hit RBI — I m _ wii 4..1 . I .J I I , J ",. ' \ ILI ill .....- rraog alii \ 1 . 1 1I — kilt II II : t __________ 4.10 Ale A , Mill wp \ ,. ill Illiw' i 4.1_ _ II —�" -: Ili P 1111 = _ ..--- - _r r. IIli c H111111, IP ® J _...-�--- ` —____________ M , . . .. : . , ..... .......... .111.te _ w6,-, kyr -J___-_ 1111 r ........ ,, .1 _..... ; , ,� . ,j' __— U /�o PINS TO UP'S giImIi :,,�L. -NO iart • , N.„. . — lit,, NI �- m __R .. 0. .., _ _,_______.._. .. • '.-E-e' ,, 1 ,,, ,--- .._ _____;__.0 _ 1, , . M. �� ,,„ NH*L AIM illMiiiililikitillifiliorer. W,r FORS FLOOR . ..,___________ . . ` fi '' g . . • r C �Er SLING P- Q�— ..,a l'.0.,. . U� ...r1 r i CONNECTION DEVICES TO BE LATERAL BRACING • 12' OC EACH WAY,MAIN RUNNER TO tlb,OF AN APPROVED TYPE AND 5TRUCTJRE. BEGIN BRACING WITHIN 4' OF PERIMETER 1r u V rrr �� \r --� NAVE 100• CAPABILITY. \ 2' FROM CR055 MEMBER. 1 -- \�� _` BlJI�D!!dc'a STRUCTURE ? (/�,C? lam =,t ND • / --..*:-. .--7---.-<,...„ • 2x4 FLUORESCENT TROFFER _ ° LITHONIA 3PM4 340 c: ) AMP FIXTURE ' • BUILDING : RUCTUS �- C) — U { COMPACT FLUORESCENT ,t6W) �'- _ -"'- RECESSED FIXTURE 9ECU- A L NANGERB TO BUIL. I '"'� LATE- L DRACI COLINTE--LOP HANGERS IF STRUCT TKAPEZE DUCtWO p -- _� LI?HONIA G i96 • A•DITIONAL HANGERS AL MORE TN• I:b OUT OF PLJMf3 OTf�ERRCaE OBSTRUCTIONS-ME MRS1/1/IN b” OF / • PE IMETER �_ __ ® �, - ' • •••• • 4. I00W METAL HALIDE 01111.1.1.1.1.1111.....rmilmilliiimr c l-� � 1 8'ADLIZER DAR BETWEEN - — V MEMBERS • PERIMETER RONALD JAMES PED ALL MEMBERS 12'-m" O.C. EAWAY • 1 1 , 1 0 LATERAL BRACING FOR SUSPENDED CEILING 3 SALEM, OREGON A6•, - SEISMIC SUSPENDED GRID NOTES OF ° R REV. 26 NOvEMBER 2001 PROVIDE HORIZONTAL. RESTRAINT OF 4-412 GA. WIRES REV. 1 JANUARY 2003 SECURED TO THE "1AiN RUNNER INTERSECTION AND SPLAYED S0' FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF THE CEILING FASTEN. A STRUT TO THE MAN RUNNER TO EXTEND TO AND FASTENED TO THE STRUCTURE ABOvE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACE WIRES. THESE HOR.IZIONTAL RESTRAINT POINTS SHALL SE PLACED 12' 0.C. N BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' FROM EACH WALL, ATTACH RESTAINT WIRECTO THE STRUCTURE ABOvE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR A DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIPES SHALL BE ATTACHED TO THE GRID AND TO TEH STRUCTURE 'N SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THEN 200 LB5 OR THE ACTUAL DESIGN LOAD, WHICHEvER IS GREATER, WITH A SAFETY FACTOR OF 2. LI,GHTINC. FIXTURES WEIGHTING LESS THAN 56 LBS. SHALL HAVE, ADDITIONIN • CONNECTED FROh'EREQUIREMENTS EHH F TUREHOUSI ABOvE, HANGERS TO THE STRUCTUREABOVE. THESE WIRES MAY BE SLACK LIGHTING FIXTURES WEIGHTING 56 LBS. OR MORE SHALL E': • SUPPORTED DIRECTLY FROM THE STRUCTURE ABOvE BY APPROVED HANGERS. PENDANT-HUNG LIGHTING FIXTURES SHALL SE SUPPORTED DIRECTLY FROM THE STRUCTURE USING "9 GA. WIRE OR APPROvED SUPPORT U a WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. ins) �r 00 N Lt-� a r+j � r--J N • Ci ir ci OL., I N O I Q P,' r0-, E5 N W O aoW _Q Q Q U �' R. LL O z 0 Y 7 88th Pkwv, 10998 Q OUP2002-0 - W O 90f 11 Z DATE. 1 AUGUST 2002 ,E DRAWN. RON o JOIE NO,. 9902 A6 . 1 t 1 ............•...... .:_ ,...._ -._ ,r,..w...�wr..w.r. ,..,..... . .. .w....._ ..,......�W.ww.. .,,_,,...w,.... ,..:y!.m.-t1.:. 'wl,mM�+-*n. .. ......._ .-.,..•,-w...e11V/!. „'M411MWWli..f'+L4 ,,...u.,,. .... NOTICE IF THE PRINT OR TYPE ON ANY r(r�I I I I l I I I l I l IIIIIII VIII I I i ' I I I I VIII III►I I I I I I I I TSI l I l j i f l l I l l r I I I I I I I I I I I I I I I !VIII! I I I I I I I I I I I I I VIII 1 I l t l t l 11 I I I I I i I I I I I I III ! I f I l l rl t I I1 III IIIIIII 1 I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, L_ 1�__ �_ �I 1_ 1 _41_ I 5L I 6� . I I I I I 9� I 10 I I 11 •IA 3 - _� -- 1 —1 - b€ci o X64/ IT IS DUE TO THE QUALITY OF THE _ ,w,.,. �•� - ORIGINAL DOCUMENT r*--- _ E g - L S , .� � I I411-7H It J9 1 9 It S 1 L t mom �� ,�� L I SL L it L t 9t Jr,t t +,it t It t 11,71/,— IIII IIII,IIII IIIIIIII 111111IIIIIII III III II I I I I I I IIIIII IIIIIil�lllll ,ll�llll III I II IIIIiIIIII ILII i IIII IIII I 1111 I�I I II I�IIII I►I �I III1111111 III11►!Ilrll►III II�III I I I Oft l 11►I�►II�iI IIS 1111 II �I 111,1 I III Il�(IIIIIIII�I1lIIIIII�IIIIIiIIIIU.,lul.11ll�llu�ll.l.�ll Il, I Illll IIII I II I ELEC rRICAL,D4TA CR E'_ECTRIGAL 60 PANEL ' Ft.aONE OUTLET T T►-IERM03tAT ELECTRICAL SWITCH �/ -.0 - -- - -- / -os ----- •.- -.0-----0111./ / 12" 36" 12" L,J (41---r- II ____,,L 0 , 4 1 (....Th 7 / ii\\ = I `� p •. a 0. (\/1K it4--- 1-- a - d Q '� _ t� I =i n� v --it 6 IMP Ci a l_1 ///// \ NI TIn u J5l TO FIN. FLOOR 1 lit) V �<��' .�......�. J r /� -- TO FIN. FLOOR To FIN. FLOOR t1 / (<_/f // C) //:/ NOTE.TOF E3REGKER TC BE MOUNTED .a r /// z,$) . ..___:_...-. MIN. OF 4b" FOR FRONTAL GF'PRO t.C�1 1 FIN FLc�OIR .-ANG 54" FOR SIDE APPRG�ACH I / 1 ------------- -------1.. //J N OUTLET DETAIL /// M - 0000 y - - 2 ELECTRICAL PANEL DETAIL 4 CONTROLS HEIGHTS DETAIL "'- ` N 7.5 eU - a HANDRAIL DETAIL 4 SPACE FOR 180 DEGREE TURN N.T N.T.S. i►. - -- — - _ _._ _ --- -- —-- .._____---0000 — 0000- ' .._ThisH) N.T.S. ch• -•-.). N.T.S. N.T.S. t. Zi. rg SHOWER CURIA N SHOWER -.1E AD sH WE NEAP 4 / - - - ------ -------- -- - AND NOSE / AN ��.sE f — �, � �, -- SI-LOWER NEA .. . T ` „ ______ - - _ AND HOSE �' + - - — -�- G NT ..CLF: LIMITED TO - --- -- - `� L 1 2 . T REAONLY Is . OgiIrtgiti SHACOMPLI WITHU 'rORMNap- ". � _ - � _�0000' -� — ' -- — O '9" - I I ITT T - B L 5 ANDARD3 4 I AND 4,34.b 5 • -• �) = 18”" PANEL �i. _ CONTR L _ ED• 86 4t�G•13.45CONTROLS LIMIT S SHALL COMPLY Wi SECTION 4.?6 CONTROL ) PANEL — •• ,9 W :-,_ _ , — TO THIS AREA r_• �— —`` I -- j_ -_ _ 3. "AND -�✓ 31-LOWER HOSE SHALL BE ror2�" IN LENGTH #' • i ____ _ 1 O O 4. STALL T,tRESHOLD SHALL P.E FLUSH WITH ADJ FLOOR - -{ —---' �~ J 0 �� 5. SHOWER ENCLOSURE, WHEN PROVIDED SHALL NOT • -. J N it' L._ _ , _ --1_____ I v �i 9 ( OR T Tt CONTROLS OR TRANSFER INTO COMPARTMENT I-�-= r _ _ . - __ 1 - �� ;, I I \ 'I 6 ALL CONTROLS TOLIMIT WATER.lA ER TEMPERATURE • r l � SE.� \ 1• i' ``� \- TO SPECIFIC. TEMPERATURE - ---- --- -----• -- - 1 i -- L 1 �� E ATH 3E AT _____ _ - -- -_ — 7_ . - 1k I l 1� G A BARS F UBE:ER E%�3E 5'_m FIN. FLR ��_�__ �. 0000 -� L• _..._ _.--- ------------------• —, SEAT(- - HANDICAP SHOWER AND BATHTUB DETAIL —• 3 �,_ -- ____ _ _ __-. _ 00) N.T.S. , r'RONALD JAMES PED cti -C'' !NTERNATION 9" MgOL ����' f 4 CF ACCESS V r I ``/ v II — ---- 'F' C�'' OF 0 RARKINo w►TN D.M V. I _�- - TEXT I" HEIGHT SEAT - TOWEL GISF asAoPCRk�ror VIOLATERS SUBJECT f0 ELECTRIC TOWING UNDER CHECK LOCAL ORDINANCE FOR FEE AMOUNT COVER' DIsP.` TELEPHONE NAND DR-I-EP. --0--• °RS en.20 A!O DNi I / T 15SUE / uP ro•zeo oeR D I SP. // N• ORS SR.ala _ In MIRROR J (i= J 6" - ,/^' 12" 3,-6„ /� GLASS TYPE —==r=Z— WATER COOLERS (I(VAN-I1BLp!) TISSUE I- 4_r_ -}' _ 0000 -- ► --► -- 3©„ s V 0,i) rG13P... �,—_ —F _ rJ J ft 1 ...._:_..-„..--„ T •_ 1 11 co. � - - - CFi.:p B,ARc� _ ? -__ 1 T r SIGN a P , 1 j !It 1 BE OLE OFR BUILD IN_a _ rrit 'CP , '! (1!a' MOUN E A.5 INDICATED ON 51 TE PL.AN dl I` I - — r-- _ L1'4 0 ? r } 77- ./I `_ 000 0-,...___ \�.. r- -- ii, :, 0, 4 'A r' i� —__ r _ -. . — — - -0000 i 7E7_ • T►IERMNALLY PROTECT GRAL•E i PLUMBING N ' 1 HAN DILA P TOILET STALL UQ - __ a MISC. _FIXTURES MOUNTING HEIGHT FOR ACCESSIBILITY - DISABLED PERSON PARKING SIGN /�"= I -0". 9 - 0000---- ------------ IIID.Mtn 36" MINlit'x I'-O„ -- - N.T.B. . -_ __ - 2. _. _ _ ____ II �' 1 T I 1.... .0 - — — - - ------------------ cul i (,)) • N rI ,n /0\ i 1 '' I I SEAT MIRRORrt �/ n� I GLA, T1 PE PAPER TOWEL / 77 (L� r� f Ig" COVER • 1 SF' . _ ri '� / I I ° N / G I SF. • 0 3'-©" 1.1 •� --__-_- •. "R / SOAP (�� - -- •-I I Ar pISF . j f 42" MIN. 12" anCBUJ r I�IN_ ' I r ,-, . ) , �1c1tJL'ICAF TURN I -► SFAGE , s r�1Ax. Q' I �' I '__ - _ I_ L —. I I; 3 -0.. 0 sc. ?RIM ir.„-- 11r1.--) ., cA ';- , 7 .r. . . A 9. I ,,-- , a —_ ____ _ z 7 I r, T►aER AL 1 PROTECTED `i — 'o I D —J r , PLUM IN - ins \ -- y � i16. l' - l' :.- — L. ___. f0 14 • _________ _T ___ ., 6" ,.H• 18„ - F 7 -s.. RUBBER OR ,- _ z10� �OVEG E3ASE �` rro" RUBBER CR N.T.S. N.T.S. DATE 1 AUGUST 2002 r - COVED BASE - 9902 Ti IQ HAIIICAP TOILET ROOM DRAWN. RDN n r,,, • � - ...------0000-- 68th Pkwv, 10998 ' BUP2002-00396f 11 A ^ n 0 POCKET DOOR HANDLE DETAIL °° �(JJ• 7 - __- -- - •_• . - -- ---._— - - _ 0000- -- ---- - - 1 1/2"• I'-m" N.T.S. I NOTICE IF THE PRINT OR 'TYPE ON ANY rrifiriiiiiiiirmil II111 I III+rII VIII r Iltlrlt rlrlT rlrlllr VIII I Ilrllll'IIIIIII I(IIIItII!rf►J,r I!IIIII Illlllr n- 111111 I ; IIII111 1�1 I 1 ALIT tIlill'I IIIIIII III I i IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ [ I I I I 5j I �j f I 'f( I II 8 I �i I �b I I �� 1 __. l _- Cec1304 IT IS DUE TO THE QUAL ITY OF THE No IS .._ ,,' ORIGINAL DOCUMENT gllll1ll.1 I �11I1111L Z!III I III1I II� I IIIIL IIIIIEI��I111�1 IIII LI,II IIIIiIILIII III 1111IIIIiII! �! 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FLOUR COVERING TO CON"i INUE _ �,� �/- 1-�.t.GC SSIELE V�I_��GESSIBLE `� / ER CA[3INET i o WAT I+ - __ - l % s 1 -1" RUBBER BASE _ �_ �., STANDARD F-r ACE STANDAR SPACE \, �,.�`\ .b" EMOV�.BLE BASE — a�, 7.______________________________ ___U_ND_ (MIN.)7I DBL-DISABLED PARKING SPACE __ SINGLE-DISABLED PARKING SPACE © ACCESSIBLE RAMP 9 AGCESSBINET —_ __� . --- - 4etU I/8"• I,-CL," 9 I�8„• 1'-©" N.T.S. — �_ _ - I/2" • r'-,a" 11 j IF THE DOOR f✓HAS . 1,-Q„ — BCTH CLOSER 4 LATCHOW' cn/ / � • , -•___ RFAcE OFRANIF12' S/'J ...t& ri 4 �n 4-1i - , fi 6-15 2: �•- ./ \ 'n ,i , II ----/;------7 fir_ �N. �) NORIZ. PROJECTION OR RUN PU}N =I 11/ s i-4 4NG F.41 L. -- _ - V "r c ..�I 'V \ s \ Ii/2" 0 HANLURAII_ ' SLOPE rlAx. RISE Max. i-IOFZIZ. PROJECTION T^F .'r: LANDING — 112 TO •; ale 30 M. 30 ft, ) , —' TOPIOF LANDING ` 1413TO ;