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Plans • 7 WI . ,. ,. DF81GN CRITERIA 6 HSS 2 I /4x2 V4z A • P 11 12 GA POST FIELD BOLTED DRILL THE BASE RAIL * / PREVAILING CODES .IBC 2003 1.- TOP MEMBER - -'� I (4) I/4 SECURE TO ANCHOR EYE oW ¢ 2 I/2x2 1/2 12 GA. 12 v' r ` a HSSZ i /4'x2 I/4" z S SI 1 4 GA. W/ I/2"d THROUGH BOLT 145412 I • S I/Rx L2 GA ,. u 1 USE GROUP, U (UTILITY STRUCTURES) - E 1 ` - l e \ - 2 . � & i l; CONT. BASE RAIL b BASIC WIND VELOCITY+ 100 MPH S SEC) G Y ',+7 !+ HSS2 i/2 "x2 V2' L2 GA. 2' WASHER-� • WASHER r ROOF DEAD LOAD. 2.0 ESE ( ) E R. A GALVANIZED i ` / \ i a BAS RAIL CONT. -� • it ��'''' ,L 71E DOWN ENGINEERING � • S 8 - 5 ' ■ TOP OF S OIL OR 40 LONG W/ S/B• ROD tt 2 I/2hQ I/2" MANDREL BEND - S 8 CONCRETE SLAB R 6 " HEUY. m ROOF LIVE LOAD, 23 PSF i E 3 12 GA. • 4S• OC 7YP. EA. SIDE `x W EYE ANCHOR., 6 k - (FT . W KSI) i'. E • PART . 69000 V GROUND SNOW LOAD: 26 PSF > . r KNEE BRACE r COLUMN TO BASE s P. IMP�TANCE FACTOR. .87 . 849E TAIL -"�' EA. "`� ' g BASE CONNECTION I RAIL ANC1- IORAGE �" . 6 2) A. CONT. m NTS d 11TS 4 - DESIGN NOTF9 • , ' MATCH 12 GA. SIZE FlN. GRADE Q2 I € .. G (FY . Eo Ks1) �roP cOC, o 3 • ALL CONSTRUCTI�N SHALL BE PRWIDED IN ACCORDANCE _ ' 3 - o .1* ' AISC, AWED 1.1 CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. ' .ii I - - -.. I Ty 3 g • ' WITH STANDARD BUILDING CODE, OSHA • ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME 1 1 MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR 4 1/2 H IXCEEDIN4 ORIGINIAL. 'm • ALL SHOP CONNECTIONS SHALL BE WELDED CONNECTIONS. TYPICAL SECTION I o INS TALL I/2' C xa" CONT. E L , BAB RA I H ONT I BAS 1 NA I f2 GA. r I6 GA. V- CHANNEL HRACE _.. — _.. — — _. r II $ AND BOW POSITI • 45' CONNECTIONS SHALL BE 1.1W14 1/4.011. 1 NFS 2 • WITHIN 6. OF EA BOW �6i I`J CPANSION ANCHOR W/ (2) I /4 "xl• SELF ALL FIELD CO 5 11 - ROOF PANELS _ 2 V2' • ° EA . `B DRILLING SCREWS • F.A. END OLT. EDGE TRIM * :b� 7 C =,"°. �' x2 " 24 GA, iii H (4) PER BRACE. MAINTAIN I /2' CLR. lila u, ' W/ TEKS SCREWS @ Il T Df6T. FROM BOLT TO FREE EDGES ALUM. ANGLE ATtACJN F 1 [n&f 'f 1. - , W/ NEOPRENElSTEEL L I, + E - 4 s) P✓<01'/ � �. . ` .. } RIDS NE DED 1E0.C s „! VI P � _ N 11 1 Z -1 • 9 . r - ' , � 1 - g, m m PER SHEET MFR.'S �y �Uj r hiONOL.ITHIC CONC. FTC. ' ` �S ' J/ a v 1 'G r \ RECOMMENDATION .y m (2[00 PSL MIN REINFoRCED v R `� 10.51• ' W/ (2) 05 ON. 1 L • ` ° /7 •..r•. - "I .1 \ ! w ROO BENT ..,. -4 - s � SEE scuED. FOR .• .4 �d 4 o CONRETE SASE BRACE • „�., s 46 ro ; \ q TUBE SIZES (FY -sD KW) GAL'''. z h RAIL ANCHORAGE SECTION a �? \ ! 0 . .,,, i • f r ee, s 0 , �r EDGE DETAIL ( -� , `��i s , 64 � 4a 3/4 4 NEB ' le �w S v,', * � s 1 a :-:---: c S/a " 'l e �2 " " L "" '_.'y T r *< • ((9 • < '' : X .-1 \43 ` \ -. 4c , -\ .- ` - A. CORRUGATED TEL : ■ �__ H t / 2.1 ! l WT. - I O G V4 (FOR T PAINTED MAIN RIB - I 1- 1 ^ 14 g � J LW (FY - 80 K61) OR E. —N— • / ANGLE ( 1'-- ° � I i' ANGLE BRA.. - B ANGLE 1 ri .� a: TYP lf �$ e . t = - •CKET B RACK - B ARA C LE : 9 _ 1 '` ANGLE o A ul - l3 Dn i m o U N 6" ANCHOR • TS 2 1/2"x2 1/2 GA. i 4 6” 6• TYP' OTHER VERY BAY M E 4� 8 CITY OF TIGARD ,� • ---- MAX 4 -O• SPACING ' _ �_ VERT MEMBER AT G S r ANGLE BRACKET i FOR PANEL SUPPORT -CUT TO F . ET . IT 5 ., ? G I I ^' U' C2) ,,-4 StCREA1$ C LL k 1 Approved x L r ��`����� g PER MFJIFIER -TYP i - m - h£ 9PAG App o ed •......•-•-.•..................... PI 0 _ ___._ .. _...... ,° = LE NGTH IB AS PER CUSTOMER ORDER 1 % C Approved • ANCHOR- TIP. SIDE ELEVATION I _ 14 .NN.N.N.N I 6 " — BASE RAIL - NTS x Letter to Fol 17' -9" NOM. H 24 GA. CORRUGATED N RI OR L ............ [ I " g� t PAINEP 9T15E4 MANN R,S L;T. - 0 g •gg4�3 - Q z — 13 " 1 V A (FY-EO KSf) OR Bs. N ...N•NNM.. , SEE FASTENER SC11PD lirgg R U LamI, � �- /� _ ` „ •.� ` I F• ATTACHMENT P�.Rn 1VITIl7G. vY' ��+v �J�7s 3f FULLY ENCLOSED MODEL. - END WALL � ►i���y FABfR Frl 13 - Address: 1 3 4 � S S " 1 A11 ' r 3 ii� - -- • ROC? BENT (® 76 \� TYP E: "Zs 10;71' :aCR6+IS t WS g GALV. OR FA: N/ NEOPRENE/STEEL WASHER LLett( ° 7- C� •1�- c 1 ,,:n:r r >• , N:. By:_nM�i/ Dat e.. �. ! /, 4 r. • 6• CC ON VERTICAL PANELS P ,r t • , • `` � y 1 "47 (� m 1.4 GA L I d 5. SIDELAPS IN3 • 122 cc ���y I �`W Y W / ` a g, Ae 6 1. 9.E V C ONi' . 24 GA. A LUM . F -OGE TRIM /� 1 .� » . a 1 i u s-. o 0 s . lr � s. 6 `ate a BOW /POST DETAIL _ _ ( t F s. 60. * MDT r,isik22.0 • OFFICE COPY 4 - sDA�E IN �EN — et • JOB No. DESIGNED: PROD. ENGINEER: DRAWING NUMBER: COTFACILITIES RUM WARNING CITY OF TIGARD CITY OF TIGARD POLICE DEPARTMENT D1 E ms' — SCALE: DRAWN BY: APPROVED BY: CAD FILE NUMBER: IF BAR DOES NOT POLICE DEPARTMENT D1 WASHINGTON COUNTY NOT TO SCALE - MEASURE 1 AT FULL CHECKED BY: DATE: SIZE. THEN Sc NOT COUNTY, OREGON MOTORCYCLE PARKING A 10/X/04 VCH ISSUED FOR CLIENT REVIEW ON DRAWING NOT SHEET: REV. NN OCTOBER 2006 TO SCALE. 1 OF 2 A No. DATE BY REVISION it -� • , , € \i, ,,, , ,,,, ..,, \i„ .i., \fr , PROPOSED METAL BLDG `�' `� `i' .1„, NI./ '..1/ `� `' I - �/ '4 w \, \ \ \t' ...... INSTALL 1' -0" X 1' — I �!' `L' \j/ 4I' `L' `.' FFION TING OLiTHIC�SEE 'CONCRET DETAI • .4,, OUTLINEyOF M y. : BUILDING k ° '''ii` r:iiii::::..*:::::::::::;::,:irif.,:, y� � / /' GIRT LINE EXISTING Ac „ " ak .1/ � t/ a :: •: :: a "i r , fi Via. e — r �� . h .. € .......... .... ... .. 4, *J/ J - 7 11:-.1: W W 6 W ' \i NI CO rbm �yy i� f r ............. \l/ \l/ \i/ ,fr 0 SED_ 1 t VICIN MAP _• \fr 1 w i EXISTING AC ! -= '..... .1, I/ .1, \ .I! �'i °• � i � >... \I. `l/ \l/ `' ~ °�' ,>J INSTALL BASE '� I`'t.'. / RAIL SEE DETAIL / 4 EXISTING PROPERTY LINE v1' .L Y + -4/ 11 ,. INSTALL CONCRETE BASE , RA'L SEE DETA.IL- / .t. � y 7 3F I ,,l/ j� � t ' '' „. 2 11 :i \L/ EXISTING LANDSCAPE , . { / INSTALL COLUMN (TSP) • ` + v SEE DETAIL 4} ii EXISTING PAVEMENT .�. '.� I 31 $ - ... -- W '; `' y \l/ `Y ��' GI T LINE i GIR LI (/) r to CV .,,,/ ,,,,, r //„. , „ JOB No. DESIGNED: PROJ. ENGINEER: DRAWING NUMBER COTFACIUTIES RMM ,... WARNING CITY OF TIGARD CITY OF TIGARD POLICE DEPARTMENT Pi SCALE: DRAWN BY: APPROVED BY: CAD NUMBER: RMM IF BAR DOES NOT POLICE DEPARTMENT P1 NOT TO SCALE MEASURE I THEN SSCA ES WASHINGTON COUNTY, OREGON MOTORCYCLE PARKING SHEET: REV. CHECKED BY: DATE: ON Dy1MENG NOT A 10/25/04 VCH ISSUED FOR CRY APPROVAL NN OCTOBER 2006 TO SCALE. OF A No DATE BY REVISION I li tilkil•- ilib. 4 i DESIGN CRITERIA W I-- PREVAILING CODE: IBC 2003 D d Io USE GROUP: U (UTILITY STRUCTURES) ce l — N N O G BASIC WIND VELOCITY= 100 MPH (3 SEC) z o I 0 W N ROOF DEAD LOAD= 2.0 PSF 5 o c m 0 ROOF LIVE LOAD= 25 PSF a w < W # GROUND SNOW LOAD= 25 PSF 4 a o W (/) . z IMPORTANCE FACTOR= .87 a ^ m a 0 0 `n DESIGN NOTES x F W 00 N co • ALL CONSTRUCTION St -TALL BE PROVIDED IN ACCORDANCE 3 i (, WITH STANDARD BUILDING CODE, O5NA, AISC, AWSD 1.1 0 0 `f' CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. N o o • ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME Z N MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR o N EXCEEDING ORIGINIAL, • ALL SHOP CONNECTIONS SHALL BE WELDED CONNECTIONS. -CiJ " • ALL FIELD CONNECTIONS SHALL BE NNW 1 /4 "xl ". 21d a I Z s o U G C. )' C W ` a �IaC4 �< U N c ��` ��� ct D RO L z E M co � 0 - , , ct *G I NEF, 6. CD , II',., o oo OREGON 1 li cn 1?7,,P fo � 9� � � - .2 d' f# S. G» co I 04 1EXPIRES: JUNE 30, 20071 '1441111b■ IL PEAK BRACE I-155 2 1/4x2 1/4x12 GA TOP MEMBER w 2 I/2x2 1/2 12 GA. Br-- 1 v N 3 F`'1� v I Z SIDE POST 12' -0" \ ' m\ 0 N a I GALVANIZED z w c 2 1/2 "x2 1/2" MANDREL BEND - 0 12 GA, @ 48" OC TYP. EA. SIDE X m o ° (FY = 50 KSI) E a w KNEE BRACE _ L ° - Z TYP. EA. SIDE 4 m > W a BASE RAIL ii I m (V ~ H 12 GA. CONT. a "' MATCH POST SIZE FIN. GRADE OR ov x E (FY = 50 KSI) TOP OF CONC. [ F-- w O \ W cm co N 3 3 0 O O N 0 14 -q'' NOM. z N TYPICAL BUILDING SECTION r - ° , NTS ROOF ( U vi 1A _ F PANELS J FD- W � CONT. EDGE TRIM �u Fn I CO ����� 2 I /2 "x2 1/2" 2ct GA, r z 9 - ALUM. ANGLE ATTACH Q w I NI TEKS SCREWS tx � W o W/ NEOPRENE /STEEL - WASHER EVERY gU CTU N �� 2 RIBS AS NEEDED z o PER SHEET MFR.'S , PROFF o RECOMMENDATION S941(40 o cp 1, tii sO ROOF BENT 18 519 l a o SEE SCNED. FOR ° TUBE SIZES (FY -50 KSI) GALV, OREGO z EDGE DETAIL (----2----\ 9l� °�y �o, � i I : 3/4 "61' -0° \ 2 y Fw s . G� z ` f 1E XPIRES: JUNE 30, 20071 41 '1116 111116. 24 GA. CORRUGATED STEEL ► II ii i 1 i Ti ; _ GALV OR PAINTED MAIN RIB ' I I I HT. = 1 1/4" (FY = 80 KSI) OR EQ. i k- i 1 1 r M II I I I I D c5 J I1 ' I I z m 0 W � ., 1 (y) 6" in a 0 O TYP. r z r ; _p Z - ifa 0 r o J o "i °° z o J n u I TYP. EVERY 4 z 71- 5 _,_4,4,0 0 ,5 i OTHER BAY ._ j v Jt' 0 �� � S Ca� C. . W H 1:-- pp U) fa U- u n Q t� m w 0 38" MAX. 1 r v x Os SPACII G / N o N LENGT AS PER CUSTOMER ORDER 3 0 SIDE ELEVATION G N o ° NTS z° N N 29' GA. CORRUGATED GALV. OR 12 PAINTED STEEL -MAIN RIB HT. _- 5" (' --- 13 1 1 /4" (FY =80 KSI) OR EQ. 4 2 � �. E. r� I I FOR ATTACHMENT HED. ? W G q dc. � = a 4 ` Il QF , v e FASTENER SCI-IED. 41- W o ROOF BENT: (@ 76 63 TYPE: TEKS #12x1" SCREWS GALV. OR EQ. W/ NEOPRENE /STEEL WASHER U 0 @ 6" OC ON VERTICAL PANELS * i . PROF, M 27 "x2 "x2 1/2" t 1 @ 8" OC ON PURLINS @ 12" O C '� � co c`I !' 0 14 GA B 1 ��' tii a so ° CO PANEL 2 SIDELAPS t f /O GA. ALUM. EDGE TRIM ,""c; I w 0 0 ea 0 N OREGO x E3 110- 9/2,,, k9 , ∎ \., C l) i 0 F w S. Ci z 3 /4 11 =P -011 3 IEXPIRES: JUNE 30, 2007! 41 -- Niih. IL _____o • 1-4552 I/2 "x2 1/2" DRILL 5/8 "P TNROUGI -1 12 GA. POST FIELD BOLTED THE BASE RAIL N552 1/4 "x2 1/ " (4) 1 /4 "x1" SECURE TO ANCHOR EYE t 4 W/ 1/2 "0 THROUGH BOLT 1-1992 1/2x2 1/2x 12 GA o 14 GA. ' CONT. BASE RAIL ? i o z 1-1592 1/2 "x2 1/2" 12 GA, E W 2 WASHER 2" WASHER vi f0 o BASE RAIL CONT, 4 O I �i TIE DOWN ENGINEERING z w N • TOP OF SOIL OR 40" LONG NI 5/8" ROD =' o ea CONCRETE SLAB - * 6" HELIX m 0 ° EYE ANCHOR, -J w a "' COLUMN TO BASE PART # 58060 ,,, f2 BASE CONNECTION RAIL ANCI- -IORAG E N W N NTS ,„_42 1 NTS o N. CD 0 x 0 N W N N 0 o o o N o N z m r--- O o INSTALL i/2 "x8„ 1-1552 I/2 "x2 1/2" 12 GA, 16 GA. U- CHANNEL BRACE EXPANSION ANCHOR 4 " CONT. BASE RAIL FASTENED TO THE LEGS 3 THROUGH BASE RAIL �� �� BOW POSITIONED @ 45 1- W WITHIN 6 OF EA. BOW W/ (2) 1/4 xl SELF DRILLING SCREWS @ EA. END .0 _ / AND (4) PER BRACE, MAINTAIN 1/2" CLR. Q z i .9 c.,1 DIST. FROM BOLT TO FREE EDGES W - 0 - if f w O I L Z J o ^\ I/ ," _, N II_ MONOLITHIC CONC. FTG, �, J ' (2500 PSI MIN.) REINFORCED 4, ��GI / O 3 CD vi o W/ (2) #5 CONT. 18 ' x CONRETE BASE BRAC _. . • 14 cv '7' RAIL ANCHORAGE p SECTION Ci ' ✓G OREGO 996 z 3/4 " =1' -0" 4 NTS l lb #• 10 0 � 1E XPIRES: JUNE 30, 2007 cl G: \JOBS- 2006 \060428 \20 WIDE \0428- SIRI. 6/27/2006 5:21:20 PM, STATION #3 Sri m . 3 A Q1 - > N A�rn C �m 0 r 6` _ I — — - ii „ -- C Z 1 7C Z -1 . n O nZ 7C 1 -fm 3 ();-) x rn Q 3 D rn • C) r- ,1 1 r x z wN I 7m rn al D Z DZ . r r rn X - - - -' > c0 3< -1 c w • /P Z 13 \` al �,ti 4 C /J r r = x D. Q 4 V � 1 ,A O �z 1 3 >v c., m a, o d i ()r rn - / � H C Up � ` I ca co 4.7 o � . " -1 —I m — 4,0 C 1 � -n Z�4 -1 ? QfNSULTING WEST COAST METAL BUILDINGS, INC. $�'rTUR giQiiii EN TRU #WEER$ L 20' WIDE x 7' EAVE ENCLOSED STRUCTURE 1045 13Th ST. S.E. OREGON a7 O2 E N G I N E E R S, I N C. PH: 3f7Y -13fii • 20. • ....� • FA%: 3YD -825G JOB No: 060428 I BY: MER I DATE: 06 - - DWG. 5 ■