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8100 SW DURHAM ROAD-2 r— PROVIDE BLOCKING BETWEWEN GIRTS 0 DOOR HARDWARE CONN. PTS. TYfr-llBUILDING INFORMATION STEEL FRAME OR COLUMN 1 h 2 X 6 HEADER ----..�. =— DOUBLE GIRT ABOVE DOOR WITH DESIGN ROOF SNOW LOAD: 25 psf TYP. CLIP AT EACH END DESIGN WILD SPEED: 80 mph, EXPOSURE 'B' OF EACH GIRT DESIGN SOIL BEARING PRESSURE: 1500 psf TYP. GIRT PER BLDG. ROOF PURLINS. 16 a 6 X 1 S/8EEL C @ 24 O.C. ' INFORMATION NOTES ' ST " J WALL GIRTS: 2 X 6 #2 @ 24" O.C. 1/2" DIAM.. ANCHOR BOLTS WCTHIN 6'• OF JAMB, TYP. TYP. DOOR FRAMING DETAIL GENERAL- NOTE NO SCALE 1 . CONTRACTOR/OWNER TO VERIFY AND CONFIRM ALL CONDITIONS AND DIMENSIONS AND NOTIFY ENGINEER REGARDING DISCREPENCIES PRIOR TO AUGN THIS FACE WITH START OF WORK. NOTE: USE (1) BRACE AS SHOWN All BLDG. EXTERIOR 2. DRAWING SCALES INDICATED ON FLANS ARE APPROXIMATE AND INTENDED GIRT BRACES, USE (2) BRACES (ONENE EA. SIDE) AT ALL FURLIN BRACES. 2 X VERT, STEEL FRAME OR TO BE USED FOR REFERENCE ONLY. DO NOT SCALE DRAWINGS FOR CONSTRUCTION E2) 10 _ HEADER COLUMN PURPOSES. 3. CONCRETE STRENGTH: 2500 psi f 28 DAYS c SCREWS . 2 X HORS. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 FOR o L1 X 1X .1(39 (NOTCH ENCS TO / #4 BARS AND LARGER, GRADE 40 FOR #3 BARS. WELDED WIRE MESH SHALL BRACE R 7 DEPTH IF + : 1 $ CONFORM TO ASTM A-185 (70 ksi MIN. YIELD STRENGTH). MIN. 30 DIAM,. LAPS, TYP. GIRT OR STEEL FRAME GIRT OR I 5. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: PURLIN OR COLUMN PURLIN WIDE FLANGE AND CHANNEL SHAPES: ASTM A-36 30 - 600 16d NAIL•A' 0 16" O.G. ANGLE SHAPES: ASTM A-36 (WITH MIN. YIELD STRENGTH OF 42 ksi) ro STEEL FRAME O6ALL R COLUMN I TUBE (TS) SHAPES: ASTM A-500, GRADE 'B', (Fy MIN. 46 ksi) . WELDING SHALL BE PERFORMED WITH E70 XX ELECTRODES BY CERT. WELDERS. L 114- 0I � TYP. GIRT CLIP 7. BOLTS SHALL CONFORM TO THE FOLLOWING STANDARDS: :1 X 1 X .109 gc)LT I I ANCHOR BOLTS. ASTM A-307 BUILDING FRAME BOLTS: ASTM A-307 L4 X 4 X 1/4 X 8" ! INSTALL HARDENED WASHERS WHEREVER HOLE SIZE EXCEEDS THE BOLT TYP. AT COL >:A. ENO 2 X 6 GIRT WITH (8) DIAMETER PLUS 1 /16" INCH. SIZE WASHER TO COVER ENTIRE HOLE. TYP. GIRT/PURLIN E;RA p A �,. 914 SCREWS 0 2" O.C. g, GRADE BEAMS, PIERS, AND SPREAD FOOTINGS SHALL BE POURED ONTO -- EA. WAY FIRM AND NATURAL SOIL WHICH IS FREE FROM ANY MATERIAL THAT WILL No� TYP. GIRT PER BLDG. i- 4„ INFORMATION NOTES ADVERSELY AFFECT THE SOIL DESIGN BEARING PRESSURE REFERENCED ABOVE. (�) IZ SCREWS 3/4" 2 1/2" 3/4• typ. 9. LUMBER SHALL BF DOUGLAS FIR-LARCH (NORTH) OF GRADE AND SIZE AS (TOTAL PER CLIP) SPFCIFIED IN ABOVE NOTES AND ON PLANS. T -1 / 10. WOOD SCREW LOAD VALUES CONFORM TO U.B.C. TABLES 25-17 ZIr•' GIAM �Ll[)ER DOUR F AM N �} o-�- Ifo -K AND -L. A.s. w'rHN NU SCALE PREDRILL HOLES, IF NECLESSARY, TO PREVENT SPLITTING OF WOOD. 6" OF JAW 1 1. ALL C- OR Z- GIRTS OR PURLINS SHALL BE MIN. 50000 PSI FOR 16 GA. AND THICKER MATERIAL, 33000 PSI FOR 18 GA. AND THINNER MATERIAL. FLANGES OF C- AND Z- MEMBERS SHALL BE AT LEAN 1 5/8" AND HAVE A MIN. 5/8" STIFFENER LIP. SCREW 4" FASTENERS SHALL !HAVE A MIN. TENSILE STRENGTH OF 120,000 PSI. ALL MEMBER TO- � (4) X10 SCREWS 13/4 2 11/2" 314 tW MEMBER CONNECTIONS SHALL HAVE MIN. (2) #1 C SCREWS, UNLESS NOTED OTHERWISE + w + ON DRAWINGS. SHEET METAL SIDING AND ROOF ENG, IF USED, SHALE BE MIN. 30 GA. �_ 6„ 1 /E'• I I 4� A. C. MA`rERIAL. SEE MANUFACTURER'S LITERATURE FOR ALLOWABLE SPAN AN INFG. AND G1 T F� ATTACHMENT TO ALL SUPPORTING MEMBERS (MANUFACTURER IS RESPONSIBLE FOR 3/16' PLATE -}- _ -� '` INSURING THAT PANEL AND ATTACHMENT WILL SUPPORT THE ABGVE LISTED LOADS). 3/i 6" PLA -� "f' � ��Q Q . � ) STEEL FRAME OR 3. CUSTOMER ACCEPTS ALL RESPONSIBILITY AND LIABILITY FOR ANY SIDING OR ROOFIIJG STEEL FRAME OR MATERIAL USED TWAT IS NOT PROVIDED BY WEE STEEL BUILDINGS. COLUMN + rt COLUMN + + 12. ALL WELDING TO BE PERFORMED AT WEB STEEL MANUFA�i'URIN p oRE„vN 1 G. SPECIAL V 4r INSPECTIONS SHALL BE PERFORMED AT OWNER'S EXPENSE AND IN ACCORDANCE WITH � '�Y�c. ,� U.B.C. SEC. 306 FOR THE FOLLOWING ITEMS: . .�,P T P F?'y M. �� ] ) STRUCTURAL WELDING TYP. PLIRLIN CLIP DETAIL Noses NO SCALE S 1 SEL s I Nc. CASTILE BUILDING ASK4 EIne�rins, tnc. ' EB �G �-?9 RUE' DAT ft. 1 AN., E-2 q Prctor BhnL Bu� 'C' � ►0 — 9 S ��.►��� T! IGAOREGON saner, OR grasssur�9s-o�?�, sl�•9s-oo2o ,�C� . ...... .;..� - TE 810o sw DUrna►„ rid. .•r IF THIS DOCUMFNT IS LESS IIT T 1 1 1 11 1 1111111 1111 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 TT[ i1-x111.1 11111 > 1 11 IT1 1111111 III III III I I III Ili 111 IIIEll.] II11111 1 , IrLEGIBLF THAN THIS NOTATIOI` I 1 II 11 � ( � I T IS DUE TO THE UAI.I TY OF 8 R THE ORIGINAL DOCUMENT . _ No.36 el 0 I III EIIII III6I�Zil II I IB�I ZII I I IIILI tiII i I I I 9II ZI illllllllll IIII IIII I I I I I III IIII ILIIIIIIItI ZIl1110111111611 li 11 I III ilI,i IILII tIIII,II9II tI ill I1 121 t I i IISlil tIll >Et IZt—ItI� t II9� 9 iT1161111111 09 J 1► S j,_.,.�Z.,,, r 6;)' WO" (SlDE1h'ALL) 16 14 , _0 , 1 4 , _p „ 1 6 , _p, � I vi '`!��- TY�, 2 2 @ COL'S 1 , 2, Irl �L IS�F,P c0� "'61s h�►P��i2- ,fir -; W�f� . S1 4, 89 AND 11 . H� 1 -� FRAME ...�._P� � 3 � ' � ��=" �� ~• U + � '~G 1 12 CHANNEL 1 4 FRAME Lv r, � TG , , r i 1oil 10 0 @ COL'S 59 7 - O I I $ 3 AND 12, 14 2 �'� TY�', " I ��r L I ( 1 ) HR FIRE WALL V I -?� I� k,4A I .I PER SHEET F1 I SIM. 2 1 /2'' FROM CL A.B.'S I / 1 - X- BRACE ,...! TO CL ("HANNEL _ ------ -` mj HANDICAP RRM I �XTIN UGI ��teR- I N Eh,;� 0''� ►����' n ( 1 ) HR FRE WALL �.- .�`M-� (PER SHEET HCl ) 1 I 5'`"'�vE INr Ok GSI r.9!'IG�G�� , O I PER SHEET Fl LGvh�'I D !�' ►� ' p. +� �� c �, W I I -_ . LOCATION BY OWNER I >' / I , 2X4 INTERIOR � � I 3 I ROOF X-BRACING 3 @COL'S 2, p 2 I �. � ARTITIC�N WALL � � � I 3 9 1 �a � I + ! /� M -. Q Y 1+,"L C �1 !7G ^� sr���.�r ABOVE I $ 2 f 1 Of V� 1r.. (f1)) VDI N � (' WN:L I � i Yp. nc + ISI �' . 16 -. . i�lhl.�• �",' rOWN �,�" ID�i a `� 15 AND 16 c��pC� N�I ��� CDiZ �'H � �vL;.JJ1Nl� _ �l�..h � Ih� _ , E�rloN� •1 EXPAND SLA FOR L' SQUARE � • '� � � • 3 i, Flax H a;,D! s� ,G P_ X $ FOOTING WITH (2) rr -�3 `-_ �. -F� ^� �: �E✓ H� " "' c k1E BARS EA. WAl , Tl"P. 0. P) c.X- BR�, CE 2 X- BRACE _s 1 . I X BkACE YP. @ ��LAB SIM. � G1\ I �,%% e DGE 7 V #1 3 16L_ ____ 7 7 J r�.; .�Pr�l.Y• :P • V11�r►y4J� 0 0 14 0X 140 6' SHEAR PANEL X 3 3 X 6 4 X 3 0 0 �, r��, ` OVERHEAD PER SHEET 2 WINDOW DOORS ^ WINDOW `-- 14 X 14 ^' ,^IOR ��• ( ''�'� SEI`1' �., ( T/��Me? l��jE b 6' SHEAR PANEL OVERHEAD �} PER SHEET 2 DOOR A.\FOUNDATr� ANA r i , , ,�. , ! 2 eX — COLUMN REFERENCE NUMBER NO SCALE NOTE: ADDITIONAL INTERIOR �� 5-12-95 95 INTERIOR PARTITION WALL WALLS/CEILINGS BY OTHERS. NOT A FIRE WALL, ALL EXTERIOR WALLS EXCEPT FRONT TO BE FIRE WALLS. WEB STEEL SALES, INC. EBBY Lc FOUNDATION PLAN ASK4 Engineering, Inc. --- 37 396 RUBEN LANE BO X91 Y, 9 39084 Proctor Blvd. Suite 'C' DATE 3 - 2 1 - 9 5 SANDY, OR 97055-937; Sandy, OR 9-7055 ?TEELJOB NO. 9522 - 032 (503) 668-3267 ( 503 ) 668-6550 BUILDINGS BUP95-0226, SIT95-0020 A DIVISION OF WEB S7M stems. INC. SHT 1 OF 8100 SW Durham Rd. 2 of 18 IF` THIS DOCUMENT IS LESSTIt �fIIli11 1TTI1 � I f�l I I 111 111 III I I III III ITT ��L 141 111 1 1 111 JI 111 III III III i l 111 ' 111 III 111 111 T� 1 1� 1 T T TIT 1 1 1 T 1 1 1 ! 11 1 1 1 1 l 1 1 1 1 1 1 1 � �'�' I �T 1 1 1 1 1 1 1 I l l l LEGIBLE THAN THIS NOTATION , 1 I I I I 1 IT LS DUE TO THE QUALITY OF - 4 ---� --- 8 R 11, 1 ammuft THE DOCUMENT . - ^� No ss �� HE ORIGINAL DOCUMF - ,_.,,..,. EGas r /6, 1 6Z 8Z LZ 9'111111' 1 � Z C Z iZ OZ 6i 8T Li 8I Qi � � SIt I Zi ii i 6 8 L I 9 9 T11111iIII181111111111gill t (IIII IIII IIII IIII IIII IIII IIII IIIIIliII IIII IIII IIII IIII IIII (IIIIIIII IIII IIII II11 IIII III! IIII IIII III IIII IIII IIII�I111 IIIIIIII IIIIIIII►Illllillll II►I` I I1111 11111111 IIII I II it IIIII1111 IIIIIIII IIII IIIIIIII Illiilllllllllll111 III i Iilll�ill y i NOTE: SEE GENERAL NOTE. (SHEET N1 ) ROOF PURLINS (PER SHEET Ni ) FOR ROOF AND WALL ?ANEL INFO. EDGE STRAP PER DETAjL 2/2 TYP (4) PLACES EDGE OF PLYWOOD jEAR PANEL t . . . - 7" • ' ' • '' '' CS16 CONTINUOUS STRAP(S) EDGE PURLIN W/ (4) 8d NAIL IN EDGE PURLIN . . • .•• ••• • AND (11 ) 8d NAILS IN DOOR JAMB. .• 1,011 � ' ''' ' ' ' ' ' DBL 2 X BLOCKING NAIL AT 3" O.C. IN BETWEEN, STRAP IS NAILED TO OUTSIDEF PLYWOOD. LY1NCaOD. . .•. .•. .•. .-. .• •. . . . . . . ' . . DBL dRT ABOVE SEE ELEV. i/2 FOR NUMBER OF STRAPS. .•. .•. •. .•. .•. DOOR/WINDOW •• .• . . ' • '• 1� NOTE: PLYWOOD NOT SHOW►,q SHEAR PANEL WAS GIRT5 _tea DOOR/WINDOW OPENING 11 " MIN. FOR CLARITY. HOEDOWN, TYP. (PER SHEET N1 ) 1 (4) PLACES PER 5 4 4X DOOR JAMB DETAIL 2/C1 OSHADED AREA INDICATES SHEAR WALL NOTES: EXTENT OF PLYWOOD 1 ) USE 3/8" PLYWOOD CONFORMING TO ASTM STD. 2 -9. NAILS SHEAR WALLS. TYPE TO BE 'COMMON' OR GALVANIMD 'BOX'. 2 SHEAR PANEL EDGE S`C'RAPPING 2) PLYWOOD INSTALLA71ON OPTIONS: A) COVER ENTIRE WALL WITH PLYWOOD, INSTALL NAILS @ 2 SHADED AREA PER NOTE 3. AT NON-SHADED AREAS INSTALL 6d NAILS @ 6" O.C. @ UNBLOCKED PANEL EDGES, 12" O.C. ELSEWHERE. B) TRIM 112" MAX. OFF OF OUTSIDE FACE OF G1RTS TO RECESS PLYWOOD @ SHADED AREA. INSTALL NAILS PER NOTE 3• 3) AT SHADED AREAS, INSTALL 6d NAIL5 @ 4" O.C. @ BLOCKED PANEL. EDGES, 12" O.C. ELSEWHERE. ' 4) SEE DE AIL 2/C1 FOR ADDITIONAL HOLDOWN INFORMATION. w #I4 89 z ORE 61 Y?0. 'A Al SIDEWALL EXTERIOR ELEVATION M. LNG 2 NO SCALE WE6 STEEL SALES, INC. BY LC SIDEWALL ELEVATION ASK4 Engineering, Inc. EBE 37396 RUBEN !.ANE, BOX. 3 - � � - DATE 3 - 21 - 95 ANDY, OR 97055.9377 Sandy, OR 97055 ?TEEL JOBNO. 9522-- 032 (503) 668-3267 (503 ) 668-6550 BUILDINGS SFT 2 A OMSION of ws &ALM Pc. ® � OF___�."_ BUP95-0226, SIT95-0020 8100 SW Durham Rd. 3 or 18 IF THIS DOCUMENT IS LESS � l1 I1 � 111 r,1.iVIII 111 ( 1 111 III, 11f 1 1 III III , ll �� .....� 11 I TIT 11 111. 111 111 111 I 1 111 111 111 I , 1 111 11l l � l l 1 IT-II-11-111111 1 I I I 1 1 I 1 I 1 1 I 1 1 1 l1 I I III s i l LEGIBLE THAN THIS NOTATION , x ( I I � I 1 G Q IT IS DUE TO THE QUALITY OF 6 8 " THE ORIGINAL DOCUMENT . No.3e GUS �1109111116rojjjjjsz lIII ILILZ IIIIIII) ZI I IIII4IIZIIIIIIII IIII ILII IIIIIIIIfillIIII 1111110 �llll IIII 9T T £ T Tt T 6 L 9 I , 4 S Z T IIIIII II IIII IIII IIIIIIIII,IIIIIIIIIIIIIIIIIIIIillllil i � II.,,,�II IIII I I II! hill lllllllll IIII I ► III , lii�ll IIII IIII IIII I I I IIIIIIIII 111111 i III I . IIII I IIII 11111111 III I II I I I III,IIJII 19 '-6 1 /2" C6 X 8.2 ENDWALL RAFTER (PROVIDE PURLIN BRACE ONE SIDE @ PEAK) 1 "-S 1 /2" r3� ...) 20'-1 3/4" S 3 S L 1X1X.109 S 2 INSTALL GIRT BRACES STIFFENER ~� PER SHEET NI 1 5" 4 S 2 r—' 2'-0" YYP. 3 A S B 1 2 PEAK sl 3 A c B A B SYMMETRICAL I I I A ABOUT I I SAVE in H POP, I I J AC Y I I UPPER CHORD_L3X2X.25 ,w LOWER CHORD..L3X3X.1875 INNER LEG..L3X3X.25 i A 2 SEE SHEET N1 I � ' t FOR PllF�LtN BRACE OUTER LEG�L3X2X.1875 � S 3 A..L1 x1 x.1 09 B L.U.SX1 .5X.130 I I g 125 D.A ?X2X.1875 T.O. . E..L2X2X.25 I I CONCRETE ,q F..L2) 2X.3125 SEE SHEET N1 H..L3X2X.1875 FOR GIFT BRACE J..L3X2X.25 WALL GIRTS X-BRACEPER B NOTES PER SHEET N1 ) ( r ) SHEET S4) I. 1X1 X109 1 JU.SE BULT USP C SECTION AT INNER LEGS AT OPENINGS STIFFENER WHERE GIR I BRACES ARE NOT POSSIBLE AND AT OUTER LEGS WHERE SIDING WIDTH ZS LESS THAN 2'_099 . USE SAME SIZE ANGLE AS LEG MEMBER (SEE 354Pat ). ZUNEQUAL LEG ANGLES TO BE PLACED WR'H LONG LEG IN THE PLANE OF THE FRAME. l 3. FOR WELDING REQUIREMENTS, SEE SHEETS S3 do S4. Q S3 4. TOTAL LOAD w 30 PSF, WIND LOAD = 70 MPH, 'C' EXP. �I 5. FRAME SPACING n 16'-0" 6. TOTAL FF:AME WEIGHT 813 LBS. ENDWALL INTERIOR ELEVATION ro . GINS NO SCALE �r # 438 2 FRAME HALF 3 NO SCALE ORES M. k- v�`A CASTILE BUILDING. ASK4 EnginwrinpInc. Y EB X95 RLS N :ANE, B3Y 9 .� UM Proftw BhnL 'C DATE 4 - IV - G� tEo'ANDY; DIN .7r'~-o-'3 77 f3UP95-0226, SIT95 TIGARD , aREGQN s ORTEE-0020 JD% _ . NC. 8100 SW Durham Rd. Of 18 „ IF rHIS DOCUMENT IS LESS TMI I [ ! ' Ill ! 1111111111141 111111 ! Illi I 1111111 1.111-I'll 1 �111I.T lllfl 1 111 � 11 �lllllll II ! . 11 Ili I I III III III I11 111 T11 111 1 1 T1T'T1T 111 T11 111 III 1111 11 ' 111 III 11111 i LFGIBLF THAN THIS NOTATION I 1 I I I I ' I I I l 1 1 I IT IS DUE TO THE QUALITY OF -� - - - 6 - R V 1 1et THE ORIGINAL DOCUMENT . -. No.38 / E 6Z 8Z LZ 9Z !JZ �Z 8Z Z IZ OZ 6I BI IIIII III' III! 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CASTILE BUILDING ASM EfV1 �w1fM, Ire. �Y L L 9E "I..7N •ANE., 9Q/. 9 �8�4 Pc t' Ahl�d. `L' DAINE - � - S4CY, orr�r1 -_1� TIGARD OREGON , cap JcE, Nc. 192�- ;�C-.,j �„x-.2-77 BUP95-0226, SIT95-0020 —" "— � U 1�S I NE 8100 SW Durham Rd. i+ anD= Mr:B �:. -�:, rte. S 5 of 18 1 t1 1 1 _._I 1 1 1 I I 1 111 111 I 1 1II III 1 1IT -1T111-1111111 1 T� 1 1� I T-I1 IIIII � I 1II 1II 111 1II 111 111 I � l lii •Tl1 111 1 T T1T 1� Tll,lTi1 li'l 111 1I1fill lIl II1 1 � 1 � 1 ' 1 IF THIS DOCUMENT TS, LF S S ,T'-( I 11 ( I I I I 1 I j I I I I I l 1 l LEGIBLE THAN THIS NOTATION , _- 1 4 61 I O R 10 1 1 S IT IS DUE TO THE QUALITY OF — THE ORIGINAL DOCUMFNT . - — -- E 6Z 8Z '11111111111111 99 QZ tZ SZ Z TZ UZ 6i 8I Li 9i 4i � i 8i Zi IT i 6 8 L 9 9 � �� ���� ��11i��I) 1111111il II I II��il 11111 11131 1I11I11I1 11 IIIII1I 1111I1111 1i11I11 I� ��1,1I���� 1�11I1) I111i1111 111111111 1111�11II.IIIIIIIII 1����1�1� . I���� IIII IIII III Jill IIII IIII III) IIII IIII IIII IIII Ilii II I IIII IIII IIII IIII ILII IIII IIII 1111111111111 IIII Illi II i �uviwwwrwwipa�r.. -. . �+wwb�w.ow«.wrw«,.—.•...........,,-.........:..n,....�._....._.,._._,...,..._... .. �,y� low ( 2 ) - # j5 CONTINUOUS TOP AND BOTTOM OF FOOTING AT SIDEWAL,rS • ( 1 ) • # 4 CONTINUOUS TOP AND BOTTOM NOTE: SEF DRAWIOF FOOTING AT E1�WALLS I�� I/2 FOR SHEAR PANEL MATERIAL '` 4 3 HAIRPIN Wi 30 CLEAR TO INFORMATION. EDGE OF CONCRETE- HOOK AROUND STEEL- FRAME (DETAIL 4 X JAMB STUD 1/ } ANCHOR BOLTS DOOR SIMPSON Rusk HOLDOWN 7w WITH *4" DRAM. THREADED �JC�66 '-X •,�. - �N !�CSIV WIRE OPEROD TO CONCRETE AND ( 2 ) 3/'4' " DIAM. BOLTS COUNTER- MESH -- -L AF .SP.LICE V RAIN. (OR USE CONCRETE SUNK 3/4" MAX. INTO JAMB STUDSFINAL GRADE 4 REEAR 0 .. D.C.MA.WAY ) FOLROATION @ SLAB C.L. P.T. SILL PLATE WITH 1 /291 DRAM. CONCRE't"t SLAB ANCHOR BOLTS 0 3 '-0 " O.C. MAX (3) MIN. VARIX A X x ...+ • W _c VAlb • �. �, N •7 Yib N E ;_j �O?M TO SFAR ON wft &A. -+ c = a UND URBED GROUND SURFACE 2 SHEAR WALL 'HOLDOWN DETAIL m t NO SCALE NM- T iCKEN 4CFEMAS T 'To PROVIDE 7 MIN. DFJ=,CREt' CCNER ON ALL ANCHOR BOLTS► AM REIN AT SURFACES N CONTACT WITH SOIL . GSH . uP.E�N � �'4 Y?0. 194 •� 1 EDGE Of SLAB DETAIL M. L c1 NO SCALE ASK4 Engineering, Inc. 3Y LC wsB s`lL SALES, INC. ,_ . BUILDING DETAIL , _ A , _ .�2 ,_ 37 % Rus"EN LANE , 82X 9 39084 Proctor Blvd. Suite C' —•-----�'— .�--.._... SACY, 0R 97055-9377 rm i�G3) 55E-?257 BU9s-0226, SI'1'9s-0020 Srandy, OR 97055 � I � �IN�E �� N0. _9522 -032 X503) 569-6550 �J "_ ��; C1 0�_____._ 8100 SW Durham Rd. 6 of 18 IF THIS DOC1JMFN'T IS LFSSTtI TlI ll ,,�. 11ll Illl i 1 11I 1 1 .-1 1T 1 1 111 1 lTII T1� II 1111 r T� r111 SII II ( { II III II I I I 1 � 1 I T� 1 1�T11 T � t T11 111 � 1 III l II . 1111111 1111 ! 11 Ill1LFGTBI,F THAN THIS NOTATION , 4 '1 li 1 IT LS DUE 7'0 THE QUALITY OF No,36 WOO no ww� THF ORIGINAL, DOCUMENT , E 6Z 8Z L7 SZ Z bZ 11111111111111111,111111111111161 �II�II IIII IIII IIII IIII 1111 IIII IIII IIII IIII IIII IIII IIli IIII II SI ZIIIIIIIII ZII—II IIITI.TIIZIIII IIOI IZIII1116111 I Ilii I IIIII91 21 v1 Ii IIIVIIII6 IIII1 IIIIII1illllIIIIISIIIIIIIIII IIIIIIIII IIII IT I Illi I I I8lilllllll LIIIIIIIII 9IIIIIIIII 9IIIIIIIII IIIIIIIII 8lilllllll ZIIIIIIIII TIIaII��I �Jlil IIII 1111 III I OUTSIDE EDGE Or BLDG/SLB TYP. PUR IN CLIP 7f L2X�1875 PER SHEET N1 NER 2 L4X4X 114 ti WALL GIRTS i .�.~.I S 1 CORNER f 4•t a j----- • • --- -- • A.B. MIN. (2) ##10 PURUN CUP FOR S CREWS INTO ROOF PURU NS PER 7/8" DIAM. HOLE FOR 3/49' DIAM. EACH WALL GST SHEET N1 X V' EMBEDDED ANCHOR BOLT A CORNER PLAN VIEW CORNER iDOUJW y IL 1/4X3X3 A.B. 1 S/�" .•��� m (001 2 ANGLE CORNER L2 X .2 X 3/16 X6"LONG BLDG EAVE I4T. o S 1 S 1 W/(2) 1/Z" AAK BOLIM ,r•-� EDGE OF BLDG/SLAB 7" A.B. 3.1 A.B. o 2,f �1► GI t .r • A.B. 4v #1 40 6 S ML CRAM & ti 1 /87 EMWALL RAFTER r►y M. 1. 3116 ( A.B. L3X2X3/16 WALL GRTS X3" LONG-2 PLACES Nom; ,PURUN, CUP PER PER SHEET N1 �--- 7/8" DAIM. HOLE FOR 3/4" DIAM. GIRTS AND CUPS SHEET N1 COLUMN TS 3X3X X 6" EMBEDDED ANCHOR BOLT-TYP. NOT SHOWN FOR CORNER =3 - CLARITY • SEF5 3X3 CORNER N0 -r usE-® � FOR GIRT CLIP. 4 CORNER FRAMING @ ROOF S7 31 r' -- VVE6 STEEL SALES, INC. BUILDING DEfiAaL ASlC4 Engineering, IDC. EB6Y LC, , _ _37396 RUBEN LANE, BOX 939084 Proctor Blood. Suite C DATE � 2 � 9&5 SANDY, OR 9705-5-9377 Sandy, OR 97055 WTE ..JOB NO. 9 S 2 0 (503) 668-3267 (503) 858-8550 BUILDINGS --- A on�0�+OF WO:fUL sA�.W. SHT S 1 .._. BUP95-0226, SIT95-0020 8100 SW Durham Rd. 7 of 18 IF THIS DOCT TMF N T I S USS -1-1-1-r1 I T� 11 111 111 11-1 1 f 1 I I III ' I I I III I l III III I r Th1 11.1_ IIT 1 1 ) 1 1 111 1�l I � I III III III III I I III III III 11 1 � 111 T 1 T I T 1 ! T ]Jill I T 1 1 1 1 1 1 �1 1 1 1 1 1 11 1 1 111 1 1 11 L„GTB�,E THAN THIS NOTATION , 1 4 6 8 IT IS DUF TO THF QUALITY OF `' 1 THE ORIGINAL DOCUMFNT . — + No.36 0 E 6Z 8Z LZ ( 9Z Z � Z SL i Z IZ OZ 61 gt LT 8t 9Y t► T SI ZI it 1 I 6 8 L 9 4 �► Z taac,� �IIIIIIIIIIIII IIII I I !I I III II I III IIIIIIIII IIII IIII IIII IIII IIII II I IIII II! IIII IIII IIII IIII IIII 111 I II IIII III. 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ENDWALL PEAK DETAIL 3 W 6X END COLUMN BASF �� S2ti NC T E: 1 /S2 & 2/S2 ARE NOT U5E0 ON THIS PROJECT. WEB STEEL SALE, INC. ASK4 Engineering, Inc. EB BY LC. 37350.05 11U�EN LAN.. Q BUILDING DETAIL SANDY , OF S7C��-�: 39084 Proctor Blvd. Suits V DATE 2 _, �}5 ��+ ` � ' 131JP9S-0226, srr9s-0020 Sandy, OR 97055 JOB MO.. �5 - � 2Z 32 50 00,.-.:20? EE BU I LD �NGS - �- 8100 SW Durham Rd. (503) 658-6550 0 M S�PIP 8 of 18 A DrVEMN c WE ," r sn�.c:., C ..._ IF THIS DOCUMENT IS LESSJilr ( 11111 1.1 ( 1111 11111 I� III III 111 I 1 III III I � 1� 1 111 IIT 111 I I I , l 111 l � l 111 III III III I I III I � I 111 IIl I � l T� 1 1� i l T T11 T�T 111 �T� 1 IIl 111 1111111 I � l III I � lll I I CC LEGIBLE THAN THIS NOTATION , 1 4 V I $ � lO ZZ. 1 IT IS DUE TO THE QUALITY OF — — --. No,30 4), �� THE ORIGINAL DOCUMENT . 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W/ Vile FILLET WELD 4 , � o I � � � PT. 'A• PT. 's ALONG Two 3 FRAME PEAK DET' IDGV OF AIL ��► q �, BSM Cl-m S 3 o ` CONCREIE _ ��` to LEG 114" o OFFSE? FOUNDATION NOTES ,: 4 o (SEE SHEET Cl) (COLlANiI) �.a■. A X.5 X 3/8 M 9*Fl S4 FOR S 1/299 1 r• 4 (BOTH SM OF Int WELD`G w CONNECTION) • ter Sf'IOwk f T Rt II CENTER ON -Xvxldr _ POINT •A• • f 0 oLTTER LEG ALIGNME �+LOCATIONS SHOv�t. d (COLUMN) WITH PT.�' 3• �BASEt � - � saL�• ew�a.� L��ec1�ICs�9�ov�n, • ARE TOT/" LENGTHS ••s�.wr..ri..���w �� T *JOINT. ADD WELD TO BACK OF M194M3• T'• �' . G H F REQLARm. 2 FRAME EAVE DET & 1 FRAME BASE DETAIL JREwvIJ oe S3 NO SCALE WILES, TYP. S3 NO SCALE V�a. 1 .. ,�� i A BASE PLATE DETAIL M. LAG S3 Mo s ►LE WEB STILL SALVE, INC. ASK4 Engineering, Inc. SY Lc BUILDING DETAIL g g� 37?g5 RUI=N LANE, a0x o 39064 B � DATE - "SANDY, Dn 57C � ----- Iv�d. � C' r_ �� L3UP95-0226, SIT95-0020 ,, ,503) 55 �257 x 100 S W Durham Rd. Sandy, OR 97055 ^^ J�8 NO. �2 — O 2• (503) 66B-6550 SUiLDINW.) 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IF CABI.>FS HAVE LOOSENED, REPEAT •• .2.1�7TLL W D H AT INSTAL1,ATi0N PROCEDURE ABOVE R (SEE JOE END$ IS THE W AS • �- DRWQ) *XYTE 3 ON TABLE Zr � 3” � I � � !. WELD� snONLY RFFERM ls Ate° BLDG. FRAME � TOP OF FRAME (OR / � � � 14 X 4. 'TACK WELD AT 0?HER COLUMN O SIM. CONDITION) ,/ � � � _ � '#NGLE SES, 45� — `ROCKER' WASHER +� V12 � � r A �4.•�X'!'!ND 'BEYOND I1iilE V"1EL" sXH TMT L4X3 X 3/8 X 2 1/2" WITHr 1 1/2" SLOT FAR EYEBOLT ' ' T' 'plAiLtT FRAME JOINT AT Z-MEMBER CONN. 3/16 S"TOT i �� /� 3 ZHORO �IY'EL�it y ' FWC FLO-LOC !• !! � �, •� .. ., r'. STRAND tBtIPS 6 REQ'TS S4 - WELDING.. i WEILDINr _ ;. A EYEBOLT i FLO-LOC CABLEWITH NUT o 1 � . C'EN 1'ERUNES OF WEB MEMBER.? SHALL ALIGN ATPT, y rte( �/./�..�.V.�I PI• •. , •4 w: Y S✓ ..4. Tj • w'r•M .f ? r� ^7'� ''fit qi'� •Y' - ` Mq. AS SHOWN. ' ' �> NOTA ATTACH AT BASE OF Ca0L1.MN 2. FI11.ET WELD LEG T � , _ � SIZE 0 MATCH AND AT ROOF X-BRACING IN SIMILAR MANNER. WEB MEMBER I THICKNESS. i '-- 3.TiOTAL WELD LENGTH AT i LOCATION ASSEMPLY DESIGNATION EA. END NEED NOT EXCEED: "A11 996.1 ..C.. * L 1 X 1------3" - ''L 1.5 X 1 .5-----5" FWC 250 BA *L 2 X 2--------6 1 i2" 1~ -r-.-- 4. OF SPECIFIED WELD LENGTH, ' MAKE WELD "A" FIRST (1 1/2" 1/2" 19 11r LANG 1/4 r. MIN. TYD. -1" O L 1 X 1), WELD "B" SECOND, THEN WELD � ••� • � Y FWC 375 BA 1 �•�1 R Lr.1-- " S WELD ON BACK IF MIN. NOT 5/8 26" LONG Fal 3!a" POSSIBLE ON FRONT. FRAME JOINT AT 3-MEMBER CONN. �G H 4., # 3 �� � . X-BRACING CONNECTION DETAIL 2 FRAME WELD COWECT'ION S4 S4 NOTE: ORi NT' DIRECTION OF 3" LEG WITH ty • E D ECTIO ( M. L� HOLE) TOWARD WALL GIRTS, NOTCH BACK OF GIRT 3►14" MAX. TO RECESS X-BRACING CABLE. 1 � AS�C4 Engir�eedng, Inc. EBBy � WEE STEEL SALES, INC. 3i � , r BUILDING DETAIL ., _, , , A 3 396 RUBEN LANE, BOX 9 _.. — 3908 4 Proctor Blvd. Suite C LDATE 2 I SANDY, OR 570505-9377 Sandy, OR 97055 JOB NO. 9!2- 7C (S03) 6E8-32oi aur�9s-0226, SIT95-0020 8UILDIN6S 100 SW Durham Rd. (503) 556-6550 ofs�. � Sm' 'T Si,_ OP 100f 18 --- IF THIS DOCUMENT IS LESS �TTn1IT 'f11I111 11III IIIA I III -IIII 111f! 1 III ! 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Y INDICATES 30'-m" LIGHT POLE I I ( 24" BIRCH / 5. DIM !NDICATEJ FIRE HYDRANT C. J I I 1 `, G4 , ��E "` ` OAK O BE REOvED) (0. + INDICATES GR.aDE ELEVATION /C sy�t. t 2.1' BIRCH 18" OAK i-� _� 1. -- - INDIGATE5 EXISTING GR•.DE EL-vATION \ 8. SITE AREA DISTRIBUTION: ✓�Zl 1_4 LINK FENCE BORDER- ( Ni EXISTING DRIvEWA� I OF SITE TO REMAIN ` I I , TO BE P"VED I8" ISIRGH �'----- __\ =� ITE. 4«,- - �N E �f Ir - ~17 :1, ',(1 S SF. 100". I I I uA'ED ENTRY , 11 - -'- - - BUILDINGS: 15F. , LANDSCAPING- ,K' S.F. - 24% BIRCH ASPHALTIC CONCRETE: "":. SF. - 4;% - PARKING: 28 5TD. IW---- ------------------ .- - 3 H.G. S ALONCs AM ARE UNKNOWN 9TPSTND- EXISTING GARAGE AMEriF°ROEMES SHOWNRE ASSUMED. I (TO REMAIN) 18" MAPLE v I PEB;GN PER O.D.O.T. I I I 12" OAK I I I I 30" '-1 PLE 241. ..PLE - - - I 24" FIR 12" MAPLE_ - w --- - ZONE DESIGNATION--1 P - ( I I TAX MAP -?S 1 12CC TAX LOT----------400 SI'T'E PLAN (EM9TING) 1 ADDF@ESS- -8100 S.W. DURHAM ROAD • J, TIGARD, OREGON 91:23 10, W*ILO 1'4P- AGS 1131„E f2G)U'� fs�X►�j •H Fjpb,(,, WAY 00- W.A.Y "'ice-jF, :+.r~. :y ; 02U0-'7M11 9 r- F,014- �- - - - ---- 5 r ws•I<h'":�+ tk 1= .c l%4.' a �= - --4 . ' Pro 12 t4:T le , E3P'��.;Ci%rt �"'�t�t�'r_'�.�,� ' �• •'. � , , Q g•�•� �Yllal�g i' R.O.W. ►`SGT Gt;J�;��%►.,�' yw a -'� , .'I , y ✓: -VI�iO ~ .. . w � ,C , ; , • RE NS' -T--- �-- ----,--- -__T I -- �4 OF 12.0/4" G I I I I 119 - ' d° - - - - ' i I _--4-`-EXISTING EDGE OF A.G. ' EXISTING FIRE HYDRANT I \ I r f I i --EXISTING BUILDING .---14'-0" X 14'-0" DU•'1PSTER ENCLOSURE SIDEWALK AND APPROACH PER (DURHAM ELEMENTARY ADJACENT PROPERTY i W/ CHAIN LINK FENCE GATE I D \ / I OREGON DEPT. C F TRANSPORTATION CTO BE VERIFIED) RETAINING WALL SCHOOL) W/ CEDAR SLA76 I i" RE 161 166 165 164 163 62- -- 3 2 3 II �. T l /T T 7 ; • , i •T 77 LANDSCAPED AREA F • � , � \ I I ExIBTrNG BUILDING / \ I F• 168.00 F� A- PROJECT:FF. • 165.0Q2I ol � secs e ' SITE PLAN or 4� WIDE REVIEW PAINTEp I !64.95' \ I G Grim AS 8 / , I // 1 ! TiC,AR'�, nRrGON I IN 1co, �► / j/ / iib 7.95' --- - - ,� HTC . SIfxN-� )161.9 P.C. SIGN- � ( I LOADItvcs / 1 I 1 CLIENT: I AREA , ,� 9 I - _ 2D I I I I I i i• /0 \ i� // I \ ;� 164.95' / ry _ / 0 I I - - 5 WHEEL STOPS) �/I ' JIIIUI AN AUDREY I / 1(01. 5 �, -- _ I `" � / 1. „ Y-=� � (b HIGH) TY �I I - - ✓ I / / �/ 1 \ -- t-- - RETAINING W,4LL . a ____ CASTILE - ' 2 5P'C13• 61-8-4 - � 163 1 � A.C. 163b3' _ I • 2 — _ I ! 8100 S.W. DURHAM ROAD i - - d'-D'' 5 1�• T.O. RIM I .- „ , 1 TIGARD OREGON 0 I 1 / A '" -------- / �----30' LIGHT' POLE 166.5m' TYP. (3) PLC'S. T.O. RIM - —___ _ - - •-- — ' 1 ' Date: 1-6-95 MY co _ _�— _ ........ ..... ..:.:........... .�� E l• Scale: I 20' -0"' 2 1 ' >K,r,>,nv am ��� ...................... Drawn b EJB ___ - - s rfllnl ` 1 I a '• t— pry WIDE 61DEWALK 9 ( V — - _ -- . _ .�, j ' ._1.._—.__.__ ._ � i`� I��S�`'�-..,.� �-----.:--`__" •.[ 1, Checked by. JDA 2 AND 6 CURB 7 — _-,.-- / ,. [ Et Job N I I / ; \ tet, o. 2456 I t ��1� - .aL .� jr-,, Atir/�� Drawing No.: ?_456 1 3 .�' _ T 164.95' (/Il - = PG.E. ELECTRIC / job Ad" �•-- 1 1'10 Ib9 168 Ib1I l f f13 1'12 TRAN5FORMER 166 I i i I CPHA5E 1) 164 D40. f J `� DUPiPSTER AND RECYCLING ENCLOSURE W, GFITES O 1 i I K. 1 II ( 5'-0" N1CsN GH,�IN LWK FENCE Q W(TH CEDAR SLATS) (PHAi5E 1) �% C- I � � FIRE HYDRANr 11 II 11 II II\�`----FIRE HYDRA�dY 5'-0" CONCRETE APPROACH (PHASE I) \\\\ 'I S.W. DURHAM ROAD I EDGE OF EXISTING PAVEMENT LANDSCAPING C I (FUTURE PHASE) TIGARD SW SL�.�Fr`.ER DURHAM HIGH SCHOOL ' SCHOOL I y " SITE PLAN (PROPOSED) RE"71-F T BIJ 95-0226, SIT95-0020 I" ■ 2p _p i 8100 S W Durham Rd, 14 of 18 NOATH I ShEr T: 05/01/95 o1:26 VICINITY MAP I -- -- - -- I 1 OF 5 IF THIS DOCUMENT IS LFSS Ilr ill III III III III I I III fll III I I III III IIT fI1 flf flf III I((f11(I1 IIIIfIIIflI III III IIIII �IIIII III III III III ?I1 1�1 1 1 TIT T�1 11111 f III IIT : . 1111 I I I I I I III I ' "` "' 1'' _ 1 ( (__ ( � I_ 14 I 5_L_ _ '��1' __!I_ 8I I 9 1 b 11, ' ' ! ' 12 LEGIBLE'. THAN THIS NOTATION, 1_ -�-__� —` _� IT IS DUF, TO THF' QUA1.1TY OF 1 �-(��t 16, THF ORIr,jW,I, DOGUM!.WF. — - — - -- -- - - II II � - - -- _ N0.36 --_..- IIIt8l,illlill '111111'I' lllllli Illllill7",g', IIIIIII IIII�IIII illl�llll Illl�illilllil�illllllllJllllillll�ill I I� I II�IIII Illlillll IiIIIIIIIIIIIIIIIII IIII�III�iII►Il�lt�illl�►Iillllll�llll IIII�III Iglll� VIIILII�II�9II�11111�iII�IIII�InI I�iII�uIIIIIIIIInIITit �1�� IIIIII�I,I� I )III 111J111 r I I ' ,jnd Construction Services In(,. �OFl. p 1 r H L,:-Y *r4G- �p-p,9µ.yit'AC IH f,,-rCl+ __- � I �'� 90?5 S.W. Center Street t P.O. Boz 13164 eYr�r `1 G HIlAr1 I ;' r�16�• *N;H � TIa _ , Ignrd Oregon 91123 phone: (503) 620-.208C T K i, i A/' % // / j / / \ I i I AX: (503) 684-3636 I / o I I J 00 `e-4 I/ Gov'%A 2T'; A E�PIf1F I / �'.> 12 3196 I � I ; / ! 3" �? ��p M/� i:'��---- - - . -��.p Mlrl'l.� � 1�FsG MIAo�lG '----• - ------ I I 015 h;..I pr- I I -- ---- TO / I i �! �'' E'i; ►tet=MOV>k1; O. ' !_� k1✓E�i:� rtsD -�-- -- - __—.. ----- / 1' /1 I l E E• R E Mc"': ✓ II I I I F-V k h 17 5-10-95 GENERAL REV15ION6 REVISIONS: I --1- LANDSCAPING PLAN i I" • 20'-F - , I— ------r 1 I -- -- - -EXISTING !2"b WATER MAIN - - _ - - -- - _ - - - -- -- - - - - - - - - � \ I I I 1 1 I I I I FIRE HYDRANT EXISTING 5ANIT41IRY SEWER. l LINE STUBBED TO SITE EXISTING STORM PROJECT;: �--- SEWER '0 h' L H PLAN SITE EXISTING STORM SEWER MANHOLE PEVIEW LL ICARD. OREGON ol JIM AND AUDREY ol/ / p. ` CASTILE Xo Ox t 6�0 Ok IH ^, -EXISTING M STOR5E�:JER L'NE./ / / / , ANS ITht�• �PVR. 8100 S.W. DURHAM ROAD wp GON11 P,TI I I I I TIGARD, OREGON t• F�. - �/ r , TFN;; �m.NI� {zf' 611fIZ „itiE - - �� J, -- - --- --- u , 1-6-95 INV. I(,2.�ra' G.� r �� �'IU i to ` +�� .____. / M^� �- �G'4t ✓ill, Tl.�. ) I�.! Ti.f�. `q --- /� /FL� I I ole: r'U71)g� , �' _ , .� \t ,I� I Iwn by. EJB F1 10-1 ol r � ' ecked b JDA I I � I �� r/ // INV, '� I r,5,p 3� 4 ►n --_____ �� ---_ _._---__ I ' I 0 dY �Job No.. 2456 I {�l VLO, 7A V I i/ I I I " �_. _ "' it/ I a' I Drowing No.: 2456-3 "It I D I v v, I X2.3 r• --- !FORMER I d ` f �`riJl 1' S �' ` * ` it I 1 v s TRA –—� �____ I I 'Q F 11'N::� �arr ° i'I _......._._ ' �----_ _�'_'. _: `•_` '�_._---V r- ,' -`�i-----� / ' { --: _..��_ � - — ----- _ - - - - -- ___•-_.._—_ 1111 1. 'J ;.7 �• F'G 1 I I i ..�� •r 14I��L f1t-Tl'F- (�F��'��,� � /////////// �' ` /'/" //'/' , ' �r.�� rr — .rr�� — �� — — /ifr .f. /iL /.1 �.'/�..L i' / /• — _ /� l •, et I I I I l \\ I -- I I� i °J�"PDUL�i - . ��� Dl-Yyei. 401 �G �)wv A ' � ;'.'.A*"; ;?` 1_ ' 1 /► i _ __._i \\ II II II _ - _ _ _ �_/�I II PO �ar�KM 16�W�fe- UN><��, E;LF�%. 'wiGP•i. L, f'.`JI�I; W,; ; , , FIRE I-ITDRANT - FIRE NZ A DRNT - -_------__ i. ____ (✓� !PI•IAfl� U ��I � � I PHASE I) rz R _H Ye IZA H rr N 0 r F.by BLJP95-0226, SIT95-0020 `� !, �'t�''�'IV� 'I'HkLUrs�",' eL,,,7(KA- t4[=. F''%i-I.D1.IiryU ��rpr!prf<�. - - - — - -- 8100 Durham Rd. Is of ls 18 FACIU71ES PLAN r. ��Al�tl:Ui%� IN ()i1z�GrinN A.� rTc� gENG�� SHEET >1+A-NUF'o IM CJ!ZE, 1�5 PT' p* - C1- — ----- ------- —_ _ k 83',24 6\2456-1 05/01/95 10:54 PS, P. `✓ALV5�rb r.INEF'•I% ` :51�•'.lcjr ,'�1/`i (� G�p�" ,Ep HY1712-,4Nt 2 OF 5 IF THIS DOCUMFNT IS LESS I l f 'ill III III III III I I I l l l l l l III I I III III I T1T .TIT. I IT 111 I I l l l Ill Ill III III .I I III I I III III III III III III I l l i I I TlT T11 ill III III 1111111 III III III 1 I LEGIBI,R THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF `�� �IQ No.ae �•s--' / THE ORIGINAL DOCUMENT. 9 l,rl —T-- �__tGg1 ' ' _ —o,�ff ���111111III Il11111IIIIIII1II995II IIII1IIII ,111 11III�IIIIIIIII�II Ii II1IIIIIIIIIII Illl1llll IIII�IIII IIII1IIIIIIIii�llll IIII�IIII IIIIIIII9I illllllli illlllllsl iIIIIIIhIIiIIIIIIIT inl�llllllill�llll Igllllllll lllllllllllllllllll 911�lulllllllnn;Il�nu sn�lln �u�llll �iiilul�l 111111 } T d�n Construction Services'ces -- - � `,er Inc. 9025 S.W. Center Street P.O. Boz 23184 i 'igard, Oregon 97223 -- (= -- -----= -.`_--_-�_ - _— ---- - - ---- - - --- phone: - -- - (503) 620-2086 I P- (503) 684-3636 1200 S.F. 1200 SA 1200 S.F. .I 1200 8F. 1200 8F. 1200 8.F. I" 8P. 1200 B.F. .1 �� I l=�h�R�OCM� G�H�i►J�i - - POF:�1�;,E, WALL ' 1 I phc!)Hr-p - ^CTvAL (.00h?'I()N6 OH)Wt. i.U(^ri0H 's!7.EMAE Y , A9- ,A/ OG,LjpAHG1 - v*io-r r,�-ii TyGNf4AhT 0.IVI A94A,l ION _ -� © r` uu 5- �. k� .�►►�'.�M�1aY� hiLVal). 91 I --M',4-I is FlUliT�ir� I . CL =E:- _ ---- -- -- r _ -- -- -- NOTE: THESE DIMENSIONS ARE TYPICAL AT I I J 3m'•0,r I 30'-0,r ALL BUILDINGS. —_ ----- -- --------- - - -- +�- _ _------ -�- ---- - - -- t I % AREA 01 i I 5-10-c35 GENERAL REV1510N5 01 __ _ FLOOR PLAN 3312 0'' -� III f' �J' � o :!j I -'2 - t ---�._ ? t 1 PROJECT'_— SITE PLAN REVIEW ���• �= 1r4I)uL,A.'E�t;; _ - 3''x -I0 11-1hHv99iz. - TT'P. ' 'v+il`�:,'�r�i ( :,Ix��' GCh'1 ' ;.,,aNT !*►2f{f) IGARD, OREG��r, (1IENT: 2 NORTH ELEVATION _-- 3`3." - :,-0` JIM AND AUDREY CASTILE 3100 S.W. DURHAM ROAD TIGARD, OREGON • Date: 1-6-95 i; ., b 'a�,t�A>� t�'iUr~- ,�=.. f''4.`+F;' �� �jiJK�!�►C. MOUt� E> L '7 ( ) /- MLrr-•L wr P^NEL�� e4urF.P. tYWHSPDUTe „ r K �E Cht' LICaM'; UizAY ;- .. ,�� ►'� �+�.� �� :.r✓ LI H' L4r;'.a.1'J / C ,i6*Hr 111p.^-f) LiGIHi GIMP' ) I Scale: 3/32 - ' -0 tL - - - - , - - - -- - - -- - Drawn by. E J B. �—� Checked by. J.D.h. 9711 V I ( oob No.: 2456 Drawing No.: 2456-2 LlI k _4 1 'WEST ELEVATION BUP95-0226,SIT95-0020 8100 SW Durham Rd. 16 of 18 ( SHEET Cr\J0N\24!6\245$-2 01/05/95 17:00 -- 3OF5 f IF THIS DOCUMENT IS LESS i�f�llrlIIIIIII IIIIIIIIII111 I IIIIIIIIII111 I IIIIIIII1�1�1�1 ILT�II.111111LIIIIIII�III�lII�IIIIIIIIIIIIIII I IIIIIIIIIIIIIII ll!i11111�111 1 11T1T11i1�1 I�III�l1l�lllltll�l IIIII�III�I III�- I_W�L_—_ � _-_._-__ --__� I 6L �- II II �l___ II 1 oL _ 11. 1 Z /yy� LEGIBLE THAN THIS NOTATIONS IT IS DUE TO THE QUALITY OF `- - -- THE ORIGIdAL DOCUMENT. --- ------- -- -- - --- - - --- --- - --- - -- - — - C 8Z 81G l�.L 9G Z ibG fi�G G tG O��Z 8i gt Li 8t 9i ibi fii GT Tt 1 6 r. fi �4�it �b�G� t�ru�� I IIIIIIIIIIII�IIII IIII�IIII IIIIIIIIIIIIIIIIIII Iilllllll IIII�II�TIIIIIIIII!IIII111111111 Illllllil 1111111111111111111 11111111 11111111 III11111!Il�ll�illl llii1llllllllllllillllll�llll Ilill IIIIIIIIIIIiIITi IIIIIIII�IIIIIIIII�II.I IIII�IIIIIIII�III 1��������ll S >nd Coristruct-jor, Services Inc. 9025 S.W. Center S"treet + P.C. Boz 23184 ' pard, Oregon 97223 �honc: (503) 620-2086 r At: (503) 684- *36 _T_ I t r `7 I I I I I i I I I I I r 5': N6 � I I � ' I I I I P !ilCINCs LOT I I � I I I I I I I • Q t I C XISTING 1 I I I i i i _TAX LOT 300 398.k7m' \ 5-10-95 GENERAL RE V 61" 0r REVISIONS: or 00 eel, LOAD INC — - t- - / / I I I ' _ • ' X� EXISTING STRUCTURE TO REMAIN I TAX LOT 400 I I PROJECT: I I TAX LOT 500 FIRE HY"DRAN; / ( I SITE PLAN - REVIEW -FIRE NYDR.dMT �_ I I P• IASE 1)011 I I r I y I , t .1 I w_ I I - I GARQ' OREGON �— �� ---'� L'XISTIIVG rsTRUGTURE - -- I I I --...--..---•--.•----•-�-,.._._.__. CLIENT:--. . TO BE REMOVED � I I � � / // �r P►-iAS) 5 I � �– i EXISTING STRUCTURES � -- - _. _. ` � i ( I /• I TO BE REMOVED JIM AND AUDR ► I EY fir/ % I - --- »---� � I I � �r 01 LOADING _ CASTILE I / ol ( I I 8100 .JU. Dl1F'NhM P,UAU I I i / I , I i '1 IGARD, OREGON ol ,.� - �_ - �. ,_ .. 1� 11 ..x- . _ . . ► � -__. - I Date 1 30'-0" Drawn b E.J.d. I J.D.A. 41�.©� Checked by.cb. 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P;AfL41 ` (A bi,a and Construction Services Ir i „Ory OPER...TIr� ,, _.- .k 9- � � , ,, _� • ,,::►- - �� :. F-��� �Y�!f�N HJ t4 I.K kJ:� �. -}'' �.: �t;.,G f'RI N'"� t� ,,,r��:;--r NCS�C)INC ! ���, ;• 9025 S.W. Center Street P.O. Boz 23764 (TCtiES THAT CONTROL LI(.-zHTING ;,� s �.Np /ENT56IBL'N .i,D Tigard, Oregon 97223 ELcC''RIC..�L C�'�'Ei•+IENGE OUTLE"5 IN •:CCE851BLE ��.SGE� -LONG .;G:;E SI@LE ROUTES, OR A3 P.�RT3 � „>GCEg51ELt ELEMENTg 3a~.�LL r r , � .C ,�+•+PL7 WITH SECTION 310e , C, OF 0.8.3'' ' „�' -r-----"-r---•• ? kANDLES, PUL.L5 L.. %;,4E5 L CK-S -SND WHITS �T� 1p:: ��, '�-- — ,Y�. __ - , Pai t / 300 Typ• Phone: (5G3j ,,, n ed _ J C,. ( FAX: (503) 684- 3'3f, OT.,ER OPERATING GEvICES ON p, I ;: DcOR9 WINDows, C:•B!NETS PLUMBING FIxTURE5 AND STORAGE -- ---- - i ,// 11 ✓ACIL,ITIE9 5NALL NA t _ _ - -- Stripes � _E'/ER OR OTHER SH.;PE pER1"►ITTING OPERATION '`'•• r I ' dY WRIST OR .4R1"f F'RE55l.�RE -:NG NOT REQLiIRINCs Tu3NT GR..�SPINCs � • ( `� u►, I! ,y��E;;, PINCHING OR T U13T�NIG TC OPER—'TE THE FCRr'E REQUIRED TO ACTIVATE �� f� I , SXH EQUI 4LL BE NOT .GREAT E •�. f 1 ;SECTION 3105 ( CSH r E!� F'CUNGS FORGE. I ' I I: I M �- I, c I (' i/'`P" 2� 1 Y�• ( -- PAFAM MTN 011.r. :.NGES iN FLOOR _E /EL SI1.+L L NOT BE liRE.-ITER -"AN 1/2 I � r —,_�___; ___ — ( T v K F V"ATOttS xaIECT To ` 1 NC � .,�. _._.. � � _, .•� `F. r j r •j as�a Eo rEjnrr oa,► �{ '.`.` 'e TOWUM UN" 0 S Lczo AM rnE `� (� Lip To ono uvEs «aIGHEST OPER,-:,BLE PART CF EN�/IRCNMEN'^. '�T R '' :!+I.1i i.l�; �� �. ?' W `) 0 Gus ��!=!v5EfF5 REr' L NC HE .rG�TROLS, y E c „ EPT:,CLE5 AND OTHER OPERABLE EQUIPMENT SHALL BE ,T I I -I N AT LEAST ONE OF -HE REACH RAry�sES -SPECIFIED IN SECTION 31©9 b CURB RAMP A ' 1 i,r' CURB RAMP B o� / VAN-ACCEssIB1� .. C NOT LE59 THAN j6" -'50/E THE FLOOR ELECTRICAL AND - �.� �,:'•'I!�'UNIGATICIN'3 5'T5-Er-!'2 RECEPTACLES ON WALLS SHALL BE "CUNTED / .,.- ^ OF 15" "IG" aBC,/E TNF FLOOR ;SECTION 31GK9 I c ;.ENt,A. NOTES: I ! Ew IRI 1? 3196 .. ham •..I V"W .. ,D 0a 60.0 2 4' min. _ .o.••+o D..w...a..� 'a'e'Mal• racaa ero ^a.s•w I.a.. ... cwc•ala Y �� 'D a0.a D D'a�ono DJ•1M^ D. Naa^ I.y �0/p •� a.•. 0� •M CYO^^ aO�IV^ Wi"goN DMand aaro.cJv _ TY�1G1►�- 8 0 G VAN-A', tt 1`AVE MLN 1 S 1 ENC11 WHI F E3LUE BACKGROUND ACCESSIBILITY NOTES 3 �.. CURB RAMP DETAILS ACCESSIBLE PARKING STALL DETAIL _ I J. .._ �... �_. 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