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Plans (20) P 4 Ak .w JUL 2 b 2019 OP;1 ��_�1��1���` 61-111 D:, r 44' - 0" OI - 2fl y�F 71 - (�' -II 2-f'- !"5�� U 0..'"''''i\\ / Fw flu illiAlla _immi . ice OFFICE COPY CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE vALIDIN OF PER'M'IT OTC: 1 ] -ed: ] THE ISSUA E OF A PERMIT OTC: BASED ON ONSTRUCTION DOCUME S AND OTHER Permit#: (' y-,,1 t_-141_1_9— coo f7 DATA SHA NOT PREVENT Address: 0 q S�,�,,,r � THE COD OFFICIAL FROM Suite#: REQUIRING HE CORRECTION By: 0Date: -� � " OF ERR*JIB.OSSC 105.4 3 I; / @ Z C.-n UL2 6 2019 334"(INSIDEIINSIDE) 3•x31x1/4"THK ANGLE X6314" I DENOTES ANCHOR LOCATION yTES 1'b"MIN LEVEL 12 ANCHOR LOCATION SEE PAGE 9 FOR DETAILS y * y r� } (TMD) -J 1 SEE PAGE9 FOR DETAILS 1 ,J1 },q�`le : 9Lgr'} I - c F.I.F ELEV 0 ANDNOTE#17 ON COVER AND NOTE ON COVER 4 FT- k r 2'-6•(250') PAGE PAGE p nIR p 4 ! '_4�NOTE BELL ' z m OW/SI a -.- 2m9keriv. Q , cill. a kf �tJ..;.: LI 1H 1I 1111 _.��_r����l -1-------'*-----* / - N O n 4'-0"x 10'-0" 4'A'z 10'-0" I� 4,0"z 10,0" ELEV-1 I p LANDING RAMP SECTION I RAMP SECTION IR' RAMP SECTION 0'-0'(0.001 p U II it �� v ' \LOWER END HOOP N U> RAMP DOWN(112 MAX.) U 1. O ' f1' LANDING dR1007 V -4'—'•-" l•4'I -M.J FINISHED GRADE -1 e A tr n _____� �� 4 ����r WALKING SURFACE `' VERTICAL PICKET GUARDRAIL 1/4"THE TRANSITION PLATE TIE DOWN PLAN _ 1 1/2"x 6"AND B'ALUM.DECK W/SLIP RESISTANT SURFACE TIE-Sl(:U.li: NO : DOWN DESIGN LOADS ' : WIND LOAD:180 MPH NOTEOPENING WILL ALLOW A 4"SPHERE TOPASSTHROUGH. -- ... .. EXPOSURE CATEGORY:C I_ _-____. __._. _. _._ _:. -- __ _. _ _ .._ __._._ ____. _. Q I:ND O�RAMP VIEW 0 vms_ o.U RISK CATEGORY.II U �w2 Imm QQ il -0• i') �II GENERAL NOTES: ag- LEVEL b I. ALUMINUM RAMP,LANDING AND STAIR SECTIONS SHALL BEA RIGID,FREE-SPAN DESIGN. ~ -_` 10'-0^ (TMP) - \�\I _ 2.DESIGN OF THE ALUMINUM STRUCTURES SHALL CONFORM TO THE CURRENT EDITION OF THE -1',71--1"1" ----1.,---r_I ®„�"� __ __ — \ \ ALUMINUM ASSOCIATILIN SPECIFICATIONS AND GUIDELINES FOR ALUMINUM STRUCTURES. W ��H I am _ 11"-___�'I 11�.Y„�1�',�I --- 11111111111111111101AII41 \, 3.ALUMINUM CONSTRUCTION USING THE 6000 SERIES ALUMINUM ALLOYS.STRUCTURAL MEMBERS Q Q _ __�__Nu__Nun.;_____ ______________• i� -I`� _ � TO BE 6061-T6,6063-T6 AND 6005-75ALUMINUM ALLOY. 4.ALUMINUM WILL BE STANDARD MILL FINISH UNLESS OTHERWISE NOTED.5. N j 6.ALL DFASTENERS ING SHALL BE BE 16CBR SERIES 30a)DANCE WITH ASTAINL.ESS IST EL UNLESS.2-97 GAS T OTHERVISEAL ARC L NOTEDDING . O �- �'-""- - -- _ A " 1'' q IN. 7.LANDING,RAMP,AND STAIR SECTIONS ARE TO BE ENGINEERED FOR A 110PSF LIVE LOAD. a 2 M. `.,%7 a �— -__ � '----- -ti" "till B.LANDING AND RAMP WALKING SURFACES SHALL BE DESIGNED FOR A MINIMUM CONCENTRATED N - I I I VERTICAL LOA➢OF 300 LBS APPLIED EVENLY OVER A 12'x12' AREA.STAIR TREADS SHALL J • �I _. _ BE DESIGNED 70 WITHSTAND A MINIMUM CONCENTRATED LOAD OF 300 LBS OVER A 4 INCH Q. F Q9.RAMP AREA MPA AND LANDING GUARDRAILS TO BE 42 INCH MINUMUM HEIGHT UNLESS OTHERWISE m < - SPECIFIED.(34 AND 38 INCH TWO-LINE RAMP RAILS AND 34 AND 38 INCH VERTICAL PICKET w< f, el ® RAMP RAILS AS WELL AS CUSTOM DESIGN RAMP RAILS AVAILABLE UPON REQUEST FOR Q ¢g SYSTEMS NO MORE THAN 30 INCHES ABOVE FINISHED GROUND LEVEL.) J o O © 10.HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TO RESIST A LOAD OF 50 PLF = O LL n APPLIED IN ANY DIRECTION AT THE TOP OF THE RAIL. ELEVATION PLAN 11.HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TD RESIST A SINGLE u/ ELEVATION PLAN E- . _-- CONCENTRATED LOAD OF 250 LBS,APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE .g m SCALI>311-" i'A" SCAI,E::31b 7'-U' 0 o`Al m TOP OF THE RAIL. THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH THE LOADS SPECIFIED IN THE PRECIDING PARAGRAPH, 12.INTERMEDIATE RAILS (ALL THOSE EXCEPT HANDRAILS),BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 LBS ON AN EQUAL TO 1 SQUARE FOOT,INCLUDING OPENINGS AND SPACE BETWEEN RAILS. 33/4^MAX.(INSIDFJINSIDE) BLDG.SIDE 2°x5^x1/8• �► 13. GUARDRAIL SYSTEMS SHALL BE DESIGNED SO THAT A 4(FOUR)INCH SPHERE CANNOT PASS _ �,,,0 ` URS DECK ANGLE 3/4"x0.061 ___<,__.- THROUGH ANY OPENING. SO.7UB14.DECK SURFACE SHALL BE SLIP RESISTANT, EXTRUDED ALUMINUM DECKING WITH A TRIPLE SEE NOTE ___-7, 6-OR 8"SELF MATING EXTRUDED PICKETZ {{{ I,J ALUMINUM DECK WITH xp, ALL RECTANGULAR LANDINGS § 1-BEAM,SELF-MATING DESIGN. { SLIP RESISTANT SURFACE s• 15. ALL SURFACES,MEMBERS AND THEIR WELDED JOINTS SHALL BE SMOOTH AND FREE FROM 1�c - ,12'•x,"xp pg9" SHARP OR JAGGED EDGES. 111111111111 2'x5"x118" SNAP CHANNEL t► 7ppz rlx16.ALL[DESIGNS SHOWN HEREIN ARE SUBJECT TO CHANGE PENDING FIELD VER[FICATION OF Wp W/CLOSURE �..� ITHRESHOLD /1GeS SELF MATING CHANNEL i EX STING CONDITIONS FSINOTE' ORpo NO OPENING WILL ALLOW A4'SPHERETOPASSTHROUGHQAii/4"SEA.LEG/118" F,"�.��� 112() LOPE RAMP SECTION «.?�. - --'' (HANDRAIL NOT INSTALLED) a. 12" EA RIB/116' �� ops ���-----"��� pROPR1ETARY HINGE EXTRUSION• riro - - I ` NOTE i18 ✓/ ALL OTHER LANDING (SAME WIDTH AS RAMP) I RAILS SIMILIAR VS"r CORN RSING 2^x6"x1/8" PRESSURE TREATED WOOD , TOP OF DECK �� ` BLOCKS(EVERY 18'TO 24"O.C. t SURFACE \ s 1.1 SELF-MATING CHANNEL _ _ --_ TOP OF t 6� N DECK FI FVATION VIEW PLAN VIEW AXUM.T"REST. �+//''�� ALUM.7UBE STRINGER. \ (� OB SI_4M SO 7 ANT1ITx G 1 Wq LI E1CT.ALUM. N DFFERENT TYPES OF ATTACHMENT: , Z ///'''��� L V lV � J S1_411 LANDING RAIL TUBE V�RTICAL POSTS FOR ATTACHMENT LIGHT GAUGE METAL JOIST THROUGH BOLT W TH S i6 DI0. O SCALE'1 L2"-I'-0" RSI SCALE.1 iR" 1'-U" HEX•HEAD BOLT,FLAT WASHER,85/16"NUT.(1 T O.C.MAX.) / 2.)FOR ATTACHMENT TO WOOD:5178"DIA HEX•HEAD LAG SCREWS(12"O.C.MAX.) WEL3)8"3.)FOR ATTACHMENT CEMENT: DIA r�HEX•HEAD SLEEVE ANCHORS.(12"0.C.MAX.) 2 z DDE) ` RAMP TO LANDING V) URN CHANNEL CONNECTOR C J I ) #14 x 3/4•LONG SELF Tx5x 3/16" 11" 1/4'x3/4"SELF Z tf� DRILLING PAN HEAD SCREW Cc ISO(n�RAMP W/RAILING n RAMP TO RAIL CONNECTION DRILLING HEX HEAD (1T O.C.MAX) 1/8" 2-12 RSI SCALE.3" 1'-11" �R51 SCALE.1 12"'-Ib"- SCREWS _ ,/B' 2-,2 �� '� O c RAMP TO LANDING CONNECTION O Q U mu/MI/AM TO OING 1/8"D f , W CONNECTION 0 1�" FBC,5TH EDITION W/2016 SUPP 0 Q r-_� DETAIL 0 '^ I STAIR STRINGER - SLIP-RESISTANT STAIR TREAD ' ^ COMPUAN STA NT: V J I 2x5x1B'ALUM TUBE SCALE:3'=1'-0" i i 0 L---/ � I ( t t51t5 n- 180 MPH(HNi2) z _ 0 11" �ry I 3 ,,RIGI S• Ili•C L �/J Z Fr-_Li_ , z _ 4 I]2",�Ilii[7.1� 100 PSF O (TYPICAL) -� CROSS SECTION '� MINI; i�� H. 111 S.NANORlJL IMPACT.200 PSF LANDING L--_L } 2'x6-x1/8" 118" < SELF MATING ALUM. V DESIGN CRITERIA V �' URS CHANNEL 0 DETAIL CHANNEL W/.125 O Tz5"x178" p 23/4'X112"STAIR URS HINGE RADIUS EDGES '-- II COMPUANW STATOAFNT: I..L J Q LaiI rr'a SCALE.NTS h r 1'41"LONG x.518" 1 1/4"x0.035• RORWA HUILOING CODE.BIH EDIDON((2Q17 EACH\ C TIE-DOWN EARTH STRAPPING ANSI8 FLORIDA FIRE PROTECTION WOE,6TH ON11 (7017) FL� OCCURANCE/ 1/B"V 1"-3' EXTRUDED SLIP-RESISTANT f 1/8' ANCHOR WITH GROUND ASTM CERTIFIED r m ALUMINUM STAIR TREAD(TYPICAL) J DOUBLE HELIX 2015 EPWT BUILDING CWE W/2016 SUPT W AND STABILIZER PLATE WOE / < 1/4"x3/4"LG SELF - TOP OF ,�"I BEHIND ANCHOR 1 2015 EPWT ACCES4BIUTY W 2016 SUPT `4 DRILLING HEX HEAD SCREW '� RAMP DECK 1 1.31;1 MTEx1/8" L I.. 0 n ALUMINUM TUBE z O i6 EACH\ __, CONSULTING ENGINEER (.0), OCCURANCE/ 1/S'V 1"•1T r v RAIL MOUNTING POCKET ��.:. -J JULIO ORBEGOSO �-7 x T x 118"TUBE - FLORIDA PE#38760 EACH VERTICAL LEG 1/413/4'M.H.SELF (EVERY TREAD)/ 1/e"V 11/4" o 1D' O�CGMINREWS(TYP) EACH 1/e'V 12'E EVERY RIB REVISION DATE DATE: 01-052018 OCCURANCE ,/e"V 2-12 (9 TIE DOWN EARTH ANCHOR ORAMP TO RAIL CONNECTION RSI SCALN:1 lit ^1'A' DRAWN: R.L.G. RISER PLATE 0.Si SCALE.1 I'2" I'-0" JOB* RT-WS 8°z 1/B"THK 0 SHEET NO. RS-1 lc 10)191511 2016-YWl4AR PUNS 0(55/.00. . . ,.., ' . I . , v) . cii) b 4 0 1 0\Ake t i.,f(-/1-1 om.f•- tl 5 zi 0 . 503 - aI3 - (-04/15 t. .,, Z , , g >.. ..z cu .4 \ , b ________ _ 5 u ik-4 tkIN g 13/Zoov w ,,. 'r ,- j 1- 86.70' ,4' ,I \ 0 , I--ar: # I t:t .4:i ,: I -7- ,...,,.,.. . . , ___...............„,__, . ,,,, , . I Z 0 79 5\A/ Sum m L:-_-123069oK LA/ .4,-0 i i 17_0 79 Sa c)rninerbrook 1-/Y I -i tc ct w 1 A D z 1 w D > 1 < ETNA( . RECEIVED 1-- , 30 H REjuCF..„, cn , c, ,_ CNI Ili 4, I . -,9 JUL 2 b 2019 t. .--- 1 lg. C ' OF TIGMD I LOT 1 CITY OF TIGARD co 01\12.10;9-D 1 1 7,666 ST / BUILDING DIVISIO.A D•,m1 ..... ....• amb R—- ri+--i' . - d;WING DIVISION! -"7„ , . le , LI—N. ' ?tie.- -,,'- - . , S4i.e,s TgamAz I -1- .J., .--- __....±. I :,. (7, , K '- ,2, i ‘ i \ ,4 ".\......),, ....... .D7.,c) , 311 f,1 i 1 • I i 1 '‘ \SO' N. 1 1 ... I , eV 8 1 a ! 7 .55' -41244)64--- 1'1- ' 1 , . .a...—— . 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I THY REFERENCED SITE Pl.,AN HAS REM PREPARED FROM THE MOST Y O ,,, _ _ _ I CLIME NT CIVI1 DATA PROVIDED TO TWINLINE DESIGN 1.I.0 AT 2 @- PLOT PLAN ENcE oNLy_sEE,, nAND-iscuvan , (it VERIFY CIVIL DATA AND EXISTING sin CONDMONS PRIOR TO BEGINNING WORK HIE TIME OF PRIN TING.Da:si it HAN ION NOT BEEN PREPARED OR REVIEWED RA A LICENSED SURVE)OR,rilEtuTottE Er Is Mi. RESPONSIBilin OF rilE CON MAC TOR ro REVIEW HIE PREPARED SI IL PLAN AND I N ASSOCIA TED DIMENSIONS AGAINST DIE APPROVED CIVIL PLAN,AND NOTIF)I%INLINE DESIGN LLC OF .ANY ANL)ALL DISCREPANCIES. -0 '- 1- O- W C E 1 E ti a a I 1 WILLSCOT REGI ' 12'I SAL OFFICE JUL 2b2019 VA _ ,F. 1.\40 3u p 2019 0 OF TIGARD In addiyi•, tE44.9 wpow „,,,,,,,, „. ..„-„,,,,,,„ ___ . . .. 1, ...x, , ,, i.,;:. p ..., :. ,,,... ... . solution, we can provide i additional products and ,�u , ,s ;* . �,,, I �;, ,)!, services that complete your Enui i ., , , �i 1, ,.1 * k� f �� � ly�,a4 �_�. space- creating a more gk t- s, iir : 11111, . : 111111-�� + /-- I1 Ef� 1°° . ' • "' ;ice productive, comfortable, and � I i' ll ,(` '! 1111114.J . i I Uzi , ! _11 r1 j. "'"" safe work environment. • 44'-0" CUSTOMIZATION 10'-2" Al7-1" 24'-7318" F Q Steps & Ramps I " ix, \ 1 e Furniture &Appliances L �` �_ Technology ,�w.., �` ILSite Services le Loss Protection Dimensions Exterior Finish Interior Finish Electric 48'Long(including hitch) Aluminum or wood siding Vinyl covered gypsum walls Fluorescent ceiling lights 44'Box size I-Beam Frame Commercial carpeting Single phase electric and 12'Wide Standard drip rail gutters throughout breaker panel • 8'Ceiling height Gypsum or T-grid suspended g g ceiling Heating/Cooling Windows/Doors Other Central HVAC and duct Large glass windows Large display/reception area heating French door Private office(s) Handicapped accessible ��! TO �,i, restroom AZ. o �9� : eebar + x Oi `'9 TS 800.782.1500 r WILLSCOT.COM uses ;.r 0, f.ac surlieu so;;: