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14655 SW 72ND AVENUE REVISIONS NO. DESCRIPTION BY JAPPR. DATE A FOR BUILOING PERMIT _-- f!r, CS? 11/12/02 � ,wwuwrrA L.r..,«...._..............»...� {Y.•wwr �•� •� ,,Irt, y�Vr..i+l , +{.r�,•rr. y 1t';! >Y -6 Exit' .. t r •1 `F � y�r � y,: If�:'.tiY1<Sj`I,/ y',+4rrf, �'h,_ "}►.y�. �!`' �;'tiw::.�.:.1"' Ll. < ?�N t- '�a,x. =nab. �{� ',�y`"•,, ': s l ',, ,.L ,�,,, �,.,�i (�y �' � Y;`Ttt! '' >>a `�-��- .: •' GENERAL NOTES: �,�`�1VVs �`',rt5!A"%,�11,E r .,, ! '� 5ra✓ ^, t •, ' Y,vi Y;` Orr , .. a • w t ..Yr PROJE , �DRESS;t . , .�." I DESIGN CRITERIA 1 ., << �1 46 5S 8 72nd.'Avn ` tf Ju �R9x� rR � .' In _. rtI r�d 1 .) SEISMIC: ZONE 3. It J: ,� � t z: , ,' >v cFacx� •rj '.r � � ss U1 .) WIND: 80 MPH, EXPOSURE 'B' . 3.) UBC 1997 EDITION. �,r,�1 J = ,4�y.�n^!.:t. t�,��Zr� 1R7,•.w{.5+�.�f ..4 'Wt�'1. W•. <Si r{ � r+'.f� '��, yt 'G' �r�s.1"v, tT�� ^•��'�a to�� r`� t �nyi' ,� t r.titi: •��' �r�j}� . . �� ;,r. .v •>c: � >~ r '� ���a• ,��yt�,. �;, u, . STRUCTURAL STEEL xNIF'J.,t %'��(JL• •(].��! �y ey�y�� �� �}L�y���`%; \?y -+y�.'� i•,pt.�' 4�^r;;�i>t - 1 Tw= ' '¢�` 1 .) DESIGN FABRICATION AND ERECTION OF STRUCTURAL "t4"v ��9>�r ��� A• '�vj'�}�IM,C'; ... ',� ��� ,+�2 Vy�� � e 4ay+�j � •✓r � :: l•'✓+f .4,\ , �„�,s ' y8?it}j 11 I I5 It 2� "�, + C yA ,�; ,� STEEL SHALL BE IN ACCORDANCE WITH THE MANUAL ` • ,"� t�•��k�'"t` - y .�Ztirr >�, 't, ,4� -.t '•'"�� t ,+t r r 1 �.. ., t• ►► 0 0 THE AMERICAN F STEEL CONS i RUCTI N OF R, INSTITUTE OF STEEL CONS-1 RUCTION NINTH EDITION. � l Yl 'I' 1 • fYYOe• ••Y•r •r••• •eeYo• • y> �J w yy� w••w•• i �•l�rV �. ,�_.. "t.",,� � tt+Wl��.}, 1��'2.�.. 11 r 1 1 i w r• e • •Y Y••• •t` K : yj' �� F TiiY„\I t r - t`�.\ r i Pl ..rs�.Yt,, 'Z 4✓' rV.i ` e • • •eY:•« �r:•a• 2.) MATERIALS SHALL MEET THE REQUIREMENTS OF THE + r •••••• • ` So FOLLOWING SPECIFICATIONS: ... i• a . "h� ✓`'\ v �" ti w( • • •r•••• •rarer • • `•••• ��� ') ^ 1,,r{ �,Y�r'1', fy- +.;''\ (i(r.,. 't( 1 (G,'[��v>� � t�)'[� • ••Y • Y ° •r• �JJ' `•+""',y' 1 f'�{'S'ysST y1V5 �'I, ; . r r <.r J�• ` S ,'�r •`7" •G y' '�My1 !1 • • •• • e •• C' t'�' ,!' ?'•�• „ ': �+, An .�, 1 .'A � ..J ZI ,•Y • ♦ • • •.••Y• *:**Go e • • • ♦• r �' .zi5+^' d`>�f,Yr+' '9Ct"Y`�'',(, ,_.„t ,•, t ' 1 S„ r � s •• • • o • •• 04. } `" ` j" r=r� ".". a r.. •• •• •• •• •r• . . . STRUCTURAL TUBING Ac,TM A500 GRADE B ••••• ' '• Y( � ••••4 YaS�. , • • • . x4 °.�M ` .. .. STRUCTURAL STEEL ASTM A36 .. . 1,d+„ j ,}{may, 't �/f° . J(t. h K�. ✓ i" ,l �,� 'S. r • e r Kw �t*�tA�•�t. � ,r..•4 t A„ d: > t!t? t4 a r +'tT i+�i. ',.Y �. �:y 3 �. i. Y a n• •r•o Y• ••••e• • r•e••r �,J,�yt ,� �. Vt ,< F >.• ,��, ` > ... WELDED STEEL AWS D1 . 1 • "�""!�w• r"'ir""✓ i we'tii�'i�'� '� , a rrH l sell* �� .60., ELECTRODES E i OXX •... .. G4)y'r+ y". +' Y • s•.Y•s •••c•• • • • : ..,<r•vu<.4'(lk.,.,:.rw \k ,.ia.+Itl-M � .•,l'si�w��M i:�.r a..,�,,t}.sral�l�;, r• s .,. 1.ri iak .'%r.isN.s" "'.rR•k• o w r. • • • • •• • • • • •erw ser• 3.) ERECTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING NEEDED FOR STABILITY UNTIL VICINITY PLAN STRUCTURE IS COMPLETED. STRUCTURAL FLOOR SHEATHING PLYWOOD FLOOR SHEATHING SHALL BE DESIGN IN ACCORDANCE WITH THE RE- �.EMENTS OF UBC STANDARD 23-3. � ct ( I I,'� ���6 -I- W 1A 1 2 3 4 5 6 7 �'' SPECIAL INSPECTIONS �1 C 6©25'-0"= 150'-0" SPECIAL. INlSNEC'� A State of Ore:_ on .�trui. ura 1 .) THE OWNER WILL RETAIN A CERTIFIED SPECIAL �, �� �� -� 3 Sped^It bode ` � � � INSPECTOR TO PERFORM THE INSPECTIONS OUTLINED _„� Rc;nfr;cin { i O Cancrato 9 steel MEZZANINE BELOW. THE CONTRACTOR SHALL 6E RESPONSIBLE FLOOR ! I FOR NOTIFYING THE INSPECTOR, THE ENGINEER AND E3 Botts instsllad in ioi:creta { { I WASHINGTON COUNTY TWO DAYS PRIOR TO ALL l7 Special ”:�orr.'�ng• cs?sang Concrete Drama ' REQUIRED INSPECTIONS. D Reinforcing steel &prestmssing Steel Tendons XStructurnl'V1l6iciinfl ' 2.) THE FOLLOWING SPECIAL INSPECTIONS ARE REQUIRED 0 Hlgh-•'Str�`.n:,th 13oiung LOFT' ( I I FOR THIS PROJECT IN ACCORDANCE WITH SECTION 0 structural Masonry XAREA/ 1701 OF THE UNIFORM BUILDING CODE: mCo;�crete t E3 Reinforced G- p.su t C o - - — _ _ _ _ _ EXISTING 5" THICK C01 ,1 -'RETE SLAB _ [3 Insulating C cncrQ{. fl Fill TPUNLESS SHOWN 0T-HERWISE) a.) ANCHOR BOLTS C] Spray Applied Firs-ke'istive mwera1s, O { { WITH 6X6—W1 .4xW1 .4 WELDED WIRE ' VERIFY ANCHOR BOLT GRADE, SIZE, SPACING MESH ON 4 CRUSHED GRAVEL BASE I AND PLACEMENT ,^,RE. PER DESIGN DRAWINGS. o Piling:, Drilled Fire andCai�sazs OI b.) STRUCTURAL WELDING -- O Shotcreta O VERIFY WELDING IS SER DESIGN DRAWINGS. O special Grading, Ex;,ayst:ua) zncl I'ia;:1g @ I I O Smaka-Cont:'c1 sytts:ln:�, Lni { ' ' Other Inspactiona X I �('� CT ' CITY OF TIGARD { { I I ..•.• „ .. ..,................. . { { , Approved,. . .,,., . 1 Far Gononly thq o esjg( ibe/d In.•••••.„••••••••,••,I ): .� F I I PERMITNO._ _1[_ -0ey '� RECEIVEL} —�--- I ' See LetteF to: F ••l 1 `\Yk�o}PR°RFs` J94 -- =-e:--;. c �• NOV .12 2U0? �, GIN `rp PY - Dat _4 FF9 - C OF TIGARD N �DI DIVISION C-^ �gOREGO oh PORTLAND - _ r2o P� 0 T!AND GENERAL ELECTRIC CO EXISTING TIUA[� D FLEET GARAGE BUILDING FLOOR LAYOUT q I PORTLAND OREGON �S. — 1 / 16 ” = 1 ' -- 0 „ F ����c-� °`�- TIGARD FLEET GARAGE _'f 14655 SW 72nd AVE. , TIGARD, OR 97224 MEZZANINE FLOOR LOCATION PLAN MEZZANNIE FLOOR ADDITION GEN . NOTES, VICINITY & LOCATION PLANS NORW�ST ENGINEERING CHKD. — DRWN. LFN PROJECT NO. 2674 APPR. — DATE_1 1 O4 0L DWG. NO. REV. CONSULTING ENG,rIEERS PORTLAND. OREGON PLOT SCALE 1 — 1 SCALERS SHOWN D 2874 - 0 A 72nd Ave 14655 BUP2002-00493 1 of 2 NOTICE: IF THE PRINT OR TYPE ON ANY IT�I�I I 1 1 I I I 1 I I I I I I I I I I I I I I IIIIIII III 111 1 I Ill I I I I P i!j"1 11 I I I I I I I I I I I I I i l l I I I I I i I I I ►I I I I I I I I I I I A I I I I I I I III III III III III I I I I I ! i I l I I I I I I I III III I I I I I I I I I I I I I I I I I I I I / t.•G ) �� �� IMAGE IS NOT AS CLEAR AS THIS NOTICE, L 11 - 1 _ -3 - - - 41-- IT* IS DUE TO THE QUALITY OF THE r,r,36 �t�•+�^ ' ORIGINAL DOCUMENT' £ 8(: �Z L Z 9Z �Z 6�7, £�Z 7�Z I i17. t)IZ 81[ B�i GII 9IT 9(I 6li £(I Z�i iii I O�i �8 8 L I 4) 4 1► £ I Z i (III (III (III IIIIIIIII IIII�ilil (IIIIIII► IIIIIIIII (III (III (III IIIIIIIII III{ (III (III (III ►IIIIIII (III IIIIIII► IIII�IIII IIII�IIIIIIIII (III (III (III (III Illl IIII�IIII III►II►II (11111111 (III (III III► (III ►Ililllll 11111 111111111 lllil 111111111ll� ll�!I►1IIIh1I�l bo— TS2x2„ 3 16 REVISIONS � 211®611 _ 101-014 —`,+ �11 --�._..-__ / ° 1 (TYP) NO. DESCRIPTION BY APPR. DATE N 3/16 1 11 3 —2 3'-510A�,P A FOR BUILDING PERMIT DK GSZ 11/12/02 o c� TS2x2x3/16 PL1 /8x1 CN D L3x2x 1 /2 SLV /Typ _- -- --- -- PL1 /8x2 C 10x' S.3 3/16 �- - TSlx1x1 /8 3'__7,1 31_ 111 4 EQ. SP.= 11 '- 11 1 /2” IDN I TYP _ iv 3/1 E STEEL SAFELY - TS2x2x3/ 16 TS2x2x3/16 (TYP) �;' C6x1i7.5 I I TS8x4x3/16 I SCREEN � 3/16 P!_1 /8x1 0 D c7 PL 1 /8x2 TS2x2x3/16 TS1x1x1 /8 (TYP) (TYP) g B PL1 /8x4 NI -J p N - t Q \►� I + (0 STEEL SAFETY ISCREENw co co PL1 /4x8x8 •--- -. - '� v N `' cMxx (TYP) _ f x x \ 14 n o a o 0 0 o X \ X \ x It qt n- It N-1 00 it 9t a0 N LO x x esesCx 'S\ x U TYP3 16 ��'+1 TS8x4x3/16 9'-611 \ M x x • . .e•• • • •e••eo •° x x ••ree• • 21_0,1 8 EQ. SP. = 16'—pof 0000.: :..w.. LID TYP `° c0 • ': • • N O! STH F LEVATION .�...: c0 3/16 c0 w •• 0000.. � 0000.. (n � 0000.. • -0000.. i 3/811=- 1 / _0;' I •ercr e••n ~ • • •. • • a c i o •• e • • r 0000 t 201—00? 0„ •• • • i ° ••°•u •••••• • • • • •• • e • •s • low °°°•° ♦r •n •° •• •••er 0000• • • • • • • r •r••• •ee•• rw ♦ • •n 1 tl •• • ° •• •u ••o••r 3' •r..• °.._• 12T.®12 i /4q= 1 ,�11 -0 91-691 0000 �s•ee• • ° ' r ••i• PLAN --- ° -- �.. 0000 3/811= 1 '-0" 2" GRIP GTRUT . • 2" GR;F •GTRUT .'°.• H.R. 1 1/4"0 WEST ELEVATION 'e' "• GRATING SEE STAIR TREADS PIPE 3/8"= 1 '-0" NOTE 3 SEE NOTE 3 2 EQ. SP. = 6'-5" 4 EQ. SP. = 13'-5" 10'-0" TSI 1/2x1 1 2x1 8 k, T S2x2x3/16 (TYP) 1 1 " 3'-2" V- 10" 3'-2" (TYP) ,� �� _ I ' REMOVABLE REMOVABLE 3/4x6 PLYWOOD 2®6 w H.R. H.R. (NP) PL2x 1/8 ;- 3/16Ln D \ r_ I s- STEEL SAFETY - II SCRCN x P L 1 x 1 j 8 _ _ `x x0 (0 " "- / a- �1 TS1 x1 x1 /8 (TYF�) — � PL1 4x4 � N - -- � -_ C 6 x 10.5 PL4x 1/8 —0" Nb 3/16 TYP 7Y, / 3/16 - - TYP nP ��0 /1 3/16 3/16 s 1-6,/ 3„ ,5� 'n 1 �V +��. 3/16 TMP TS2x2x3/16 �'P 3 16-8-- e CO _ / (4)-3/4"0 HOLES WEST STAIR ELEVATION �� - FOR 3/8"0 ANCHOR to c0 3/8"= 1 '-0" (® EAST CHANNEL) ► �j _ a BOLTS SEE NOTE 2 x x x P� Pry V c0 c0 c0 x x c0 cD (0 (0 (0 V) u) ( ) TYP c0 (0 TT 2" GRIP STRUT V)GRATING SECTION D — D J1 "= 1 '-0" 9'-6/, /, (TYP) 6 PLC'S H.R. 1 1 /4"0 10 -0 PIPE EAST ELEVATION � ;n I 532 x 1 /2 3 16-�i7XTYP / SOUTH ELEVATION NOTES: TS8x4 �- TS8x4 1 .) FOR GENERAL STEEL NOTES SEE DWG. 2874-01 . 3/16 TYP - 1/ 3/16 c0 2.) 3/8"0 "HILTI" HVA ADHESIVE ANCHOR BOLT 3/16 2-3/4" PLYWOOD 1-3/4 PLYWOOD 3/16 - W/3 1 /2 EMBEDMENT USING CARBON STEEL / \ A36 ROD WITH NUT AND HEAVY WASHER. STAIR TREAD C6 X TYP C10 3/16 TYP COX c r3/16 g\`FOPRQFF�� 3. GRIP STRUT SAF 1 4" C 10x 15.3 �5���yGINFFJs ) SAFETY GRATING 2 x 1 3/ 9 t (5 DIAMOND) STAIR TREAD. L 2 I Cx (V Q 15295 cn 1-1 1 /2 PL1 4 TS4 2" ~ G - r OR`GONS / L2 PL1 2x8x8 'Gl-11 6 FXTYP � — ��!23125�� PORTLANC, GENERAL ELECTRIC CO . S �� PORTLAND OREGON SECTION A—A SECTION B — B SE=CTION C - C -- - ------- PL3/8 cur - -- - ',-0„ TO sulT E ._�,. �-:�:_�'�' - �` �`� TIGARD FLEET GARAGE 12,_ 1 ,1 �,. 14655 SW 72nd AVE. , TIGARD, OR 97224 -- — MEZ.ZANNIE FLOOR ADDITION PLAN AND SECTIONS WEST_ STAIR ELEVATION — CHKD. DRWN. LFN L PROJECT NO. r —.—^- 3/8"= l '—O" (@ WEST CHANNEL) N O R WI- S T ENGINEERING' APPR DATE DWG. No. 874 REV. _ 11 /04 02 - CONSULTING ENGINEERS PORTLAND. OREGON I PLOT SCALE 1 - 1 SC'ALEAS SHOWN D 2874 - 021 A 72nd Ave 14655 BUP2002-00493 2 of 2 rllllllllllllllll � llllllllllllllllllllillllllllllllllllllllllllllllilllllll I NOTICE: ll� THE PRINT OR TYPE ON ANY I I I I I I III I I I I + III I � I I I . -I .I I _I i L I I I I I I I I I I I I I .:I .I.:.:..... .. ...... ,:;. w.,,,•••,,.r...__ _ _ __ _.. ._....___.... .,_. .,,,•". ,., ..,Q... :___w,...r4,...w. ........_,•..._. IIS III III III II IIIIIIIIIE ( I � IJI III III III ISI 111111 f� �cxJ� UC� y IMAGE IS NOT AS CLEAR AS THIS NOTICE, I l -- - l_ Il - L 4� _ I Ji I 6� - —_--L-__..—.� - - -- -_0000. L- - ---� --- IT IS DUE TO THE QUALITY OF THE �111 No.JOORIGINALUOCUMENT , 6Z Z t7gZ t1l I ibzs(z � �z [ � oz �[ e [ I 9t 91[ at ettIll !!III Illllllll�lill II I111111I1111111111111IIII IIII II I I I�I � III�IIIIIIIII VIIIIIII�,1111,1111111 I IIIIII�IIII�II IIII IIII II +I III I VIII �IIII.IIIIIIIIII III I�IIIIIIIII�IIIIIIII. I 1 l 11 lllllllllllllll� � l l> I ��TIIII I� Ill. 111�