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Plans J3vpaOFFICE COPY Oo 0Oa3 8 REVISION OFFICE. COPY APPROVED FtS NSIUAr_ illqii/21 11 F ADA ACCESSIBLE STEP SYSTEM FOR QUESTIONS CONCERNING THESE DRAWINGS RECEIVED PLEASE CONTACT EZ-ACCESS CUSTOMER SERVICE JUL 07 2021 I • TELEPHONE: 1 -800-258-8503 DI =TIGARD BUILDING DIVISION - DESIGN CODES: REVISION PP ROVED 1 ROVE 2018 INTERNATIONAL BUILDING CODE Qvpao ao a o ,D.3 g W/ STATE OF OREGON AMENDMENTS OFFICE COPY D / A 7 '' ,D ,42 ''. D , VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT DESIGN LIVE LOADS: BASED ON CONSTRUCTION F DOCUMENTS AND 01 HER DECKS: 1 OO PSF DATA SHALL NOT PREVENT STEPS: 100 PSF REQUIRING RIING THE CORRECTION E CODE OFFICIAL ' OF ERRORS. OSSC 105.4 c TABLE OF CONTENTS DESCRIPTION PAGE # SOIL BEARING CAPACITY: CVESHT R©MPRPLAN VIEW 10 MIN. 1500 PSF PL F ORMVGU DETA IONS & LS ISOMETRIC 23 - A RAMP GUARD DETAILS 4 HANDRAIL RETURN DETAIL & FOOT DETAIL 5 TION THE ENGINEERING CERTIFICATION IS VALID ONLY FOR Cr OSS e ACE DETAIL 7 e e THE SITE ADDRESS SHOWN BELOW. THE INSTALLATION MCC JOB NUMBER 2021-056 OF THESE SYSTEMS AT A LOCATION OTHER THAN f;��`�E-- t�►O i N E•F S;p SHOWN BELOW IS PROHIBITED. FOUNDATION DESIGN IS ! ti I �' T. ,..ss DiNERY6E%E �. NAY[ DAR EZ laces.' `i,. 5�[N a o�wainr�or unuRcanr rwoeuo*s iwc, BY OTHERS. WES IftDiNICIs AIR ,��, �� /00 MIEWAUKLE AVE N FRAC 1 ALGONA,WASNINGTON 48001-14O8 07/0112Q co BAR i' `p NGA �uARTISTIC AUTO BODY SITE ADDRESS: "<< 4.4r , ,Q� $ rC !may , MAI Fowl) IM1ArF(MISS�[aCD OIICRi'1i. ARTISTIC AUTO BODY, INC. �� LI N a 600'S 6061 SERIES ALUMINUM SUE QWG. N0. REV" 7585 SW HUNZIKER ST cAaDRAW s. 'a" FOR STRUCTURAL COMPONENTS ' R°""P'�1°R"�" a PROJECT #18947 +�axa wnau►nc VIM INCDn D+Kxt#P15ICTs TIGARD, OREGON 97223 P.E.Robbins,P.E.Victoria,IL 61485 PER211707 DER K MliERPRET PER ANC YI4.5DO NOT SCALE DRAWING — SCALE: NTS k;HT COVER SHEET e 7 ' E 5 —. 4 --- 3 2 1 • ' 1 2 I i 45'-1016" L 5'.4-g" - _—_17'-8':_ 5�S„ _ 6 6„ ` - ----4'-11$.16'-0" 6.-O" 1'-6'6"TYP '-0"- .... _---6'-0"__ — --- 6,-0: _ , �,: 11„ 5 „ I BETWEEN WALKING OVERALL 5 16 HANDRAILS SURFACE I , 4P E __ 15 „ D5 D5 L'-416 4'-11 , 11, 8,. p 24'- 6 AlFik WV OP ckt #♦fig ey;, I 2'-9" B12 B12 etr Q c 9 ' 7'-a�$ 4-21„ 07im f *4Y S VA • a 3,-8 3„ 2 40 p O BETWEEN WALKING 4'62" HANDRAILS SUR 1FACE OVERALL , 1— 1- _ i--- �,�61, _ 0,��„ 2, 8„ PLAN VIEW 14'-181, e A . 2 UNLESS OTHERWISE SPECIFIED NAME DATE EZ-AbhCCE5 DIMENSIONS ARE IN DRAWN S.BRENDEI 06/28/21 900 MILWAUKEE AVE N INCHES ALGONA WA 98001-740$ TOLERANCES — - -,- _._ FRACTIONAL.t1/8 CHECKED iR ANGULAR.t2DEG ARTISTIC AUTO BODY NOTES; UNLESS OTHERWISE SPECIFIED: ENGAPPR 1. MAXIMUM SLOPE- 1:12 (8.33%). MFGAPI'R 2. MAXIMUM CROSS SLOPE 1:48{1/4"/ FOOT). PROPRIETARY AND CONFIDENTIAL MATLAPPR 3, HANDRAIL EXTENSION BEYOND END OF RAMPS 12'(MINIMUM) ALL.LOCATIONS WHERE NOT CONTINUOUS. Er-ACCESS®.ADIVISIOH OF MATERIAL(UNLESS SPECIFIEDDY€ 8€M$E 4. MINIMUM GUARDRAIL HEIGHT 42". }ICMECAREPROL?UC1s.INC_ ATI#KHIS 6005 OR 6061 SERIES ALUMINUM SIZE DWG. NO. REV 5. ALL RAMPS & PLATFORMS 36"AND OVER ELEVATION REQUIRE CROSS BRACING CROSS BRACING MAY NOT BE SHOWN FOR(ALL CLARITY). RESERVED. ALL TEXT AND IMAGESFOR STRUCTURAL TCTURAL COMPONENTS ) ONTAINED IN THIS DOCUMENT ARE PROJECT#18947 1 6. LEG EXTENSIONS MAY BE SHOWN FOR LEVEL GROUND:ACTUAL LEG EXTENSIONS WILL FOLLOW THE GROUND CONTOUR. PROPRIETARY AND MAY NOT BE SHARED. MODIFIED.DIST8IBUTED.REPRODUCED. INTERPRET PER ANSI Y14.5 7. 'ANCHORING WHEN REQUIRED WILL BE DONE BY OTHER?:E.Robbins,P.E.Victoria,IL 61485 PER211707 OR REUSED WITHOUT THE EXPRESS WRITTEN DO NOT SCALE DRAWING PERMISSION OF E2•ACCESs. SCALE: 1:24 if( SHEET 1 OF 7 g T d _ i t i i t --... _.__......�.._. - 111 I 11 _ i ii 0.11],!....i., ., ., . r-1 ____ I.1`���- ,,r , ��i�.i 1 ,_________________ ,,..._,,_________:__ , ________, _ ,......,.., , , , , „.., ,...., , , ,,,___,,,, ,. , ,._,_.. , „ .,T_____ ___________________ / %sr- ro ..w C!,.. r i--E...4 I_ -41.1.... , II. ' F8 F8 ELEVATION 1 Q 0 4 1y'' .n_ ,I - , ---- ' - 1 .. 3'-8 G' /i I C 1� I r Y- . 1 0. _id mai. C 110 ill Ii I rt � ,ill 11 . LIE 1 ELEVATION 2 �� /. 1,It � • ♦ I I ��I��� , , tt NIII !1l tt ;ICI ,, F }.11 :it;.!� 111 i i r ;e F :1:1 I 1 ,,it„,:. II t0 i 1,� 1 �1 11�1: 114%, \• , j! .. �i; II j/'i ��♦♦ III �hl� 1 1 Q IMF:,I„ . i'. ! Woo •, ♦. III .,_,, `' '/ ` t? 6 '11,;t(i i /� ,I ���� "I'l ;AI, ���N� I1' III" 4+H{.17754PE ,. id I. ' ..III ! . - lilt 1.I I II 'I111 I1 , ��► II Cr, I , /4\ ."*'''''' 'a 't1 \`IIi� ''�,ttl�jlttI! , . I `NV ,kkIA 1 I'll` gIIH ! Il,r . III) , ,��1 Il lII,i1 . 1+. ♦ tali �� 07/01/204'� 4T' 1 044.* 1I111 11♦♦ • �� .. ISOMETRIC -00,1 ' '',♦*' \III i 1. ' 11' I 1+1I+ :♦♦ \ I !'� PROPRIETARY AND CONFIDENTIAL 1 1 1 t ♦ III I I N +� � {11 j 1 11 t 1 �♦I�11 �I 4i fZ-ACCESS,A DIVISION OF TOO htl lWA tNCE E AVE N •' I I (`11 I ''' HOMECARE PRODUCTS,INC. ALL ALGONA WA 411001 74t7 111wI .�i)� RIGHTS RESERVED, ALL TEXT AND +,1 i CONTAINEDP TWS SIZE �L)WG. NO. REV i DOCUMENT ARE PROPRIETARY AND mAY NOT9EPRSNARED,MODIFIED, D ° PROJECT #18947 1 wiTOUTTH E REPRODUCED. N REUSED P.E.Robbins,P.E.Victoria.IL 61485 PER211707 pERmIUT N EZEz—A CE S.PERA93SI1N OF EI—ACCESS. SCALE: 1:24 S IEET 2 OF 7 • • T-4 9/16" 7'PLATFORM GUARD 1 1/2"SQUARE x 1/8"WALL TOP&BOTTOM RAIL 5'-4 5/16"-5'PLATFORM GUARD WELDED TO POST 18"TYPICAL-- 38"TYPICAL - _ - - - - I �---1 1/2"SQUARE x 1/8"WALL SQUARE PICKET ,•--� WELDED TO TOP&BOTTOM RAIL(2/GUARD) J r 5 '✓, 3.-6-8"TYPICAL WWELDED TO TOP&BOTTOM RAIL(TYPICAL) GUARD HEIGHT _'� 2"SQUARE X 1/8"WALL PLATFORM GUARD POST PLATFORM DECK 51 "�__ 31„_ _ ...._ - ------ e 2 2 -h PLATFORM SIDE RAIL f DETAIL 1 TYPICAL PLATFORM GUARD PLATFORM LEG PLATFORM LEG PLATFORM WALKING SURFACE "�mo' Liiii TINE WELDED TO ENDS OF PLATFORM GUARD TOP&BOTTOM RAIL PLATFORM CORNER POCKET 2"SQUARE X 1/8"WALL PLATFORM GUARD POST �I PLATFORM LEG SET SCREW 3/8"-16 STAINLESS STEEL PLATFORM GUARD PLATFORM SIDE RAIL SECTION C6-C6 SET SCREWS(3/GUARD POST) SCALE 1:1 CORNER POST CONNECTOR CHANNEL C61f -- - -1-1 06 IIIIIIIIIIIIIIIIIII MEM -3/8"-16 STAINLESS STEEL SET SCREWS 14,0 - �.. FOR SECURING LEGS(8/PLATFORM) 4 - 1 N Soh 1....... TORQUE TO 15 FT LB , `, NG1 '"' �; CORNER POCKETS WELDED TO SIDE RAILS(4/PLATFORM) ' 2"x 2' x 1/4"ANGLE GUSSET WELDED TO------'" IPtii\-----'-. PROPRIETARY AND CONFIDENTIAL CA)1�1—./�CCE55' l EL ACTIPT A DiVICION OI 7t30 MiI.WAUKEE AYE to CORNER POCKETS&SIDE RAILS(8/PLATFORM) DETAIL 2 PLATFORM & GUARD CONNECTION "` ' R°HT5 ESER°D A T tEX1 AND ALGONA`"A "°"'°$ SCALE 1:2 07/01l2 ` '�''IY t � 'b OIMACUMENTTAEPROPRIETCONTAINED TN IARYAND SIZE DWG. NO. REV MAY RIOT BE SI IARED.MODIFIED. �' C w; D PROJECT #18947 1 DISTRIBUTED. T REPRODUCED. WRiTT N REUSED P.E.Robbins,P.E.Victoria,IL 61485 PER2117O7 PERMISSION OF€Z-ACCESS. , m �..._._.. _ 4 SCALE: 1:8 SHEET 3 OF 7 z - " . . " ."^,~ 11D"SQUARE x1�rVVALL TOP&BOTTOM RA�UYPK]AL -� � � - � W-4 16. , n�' - ~ ~ WELDED ^v TOP* BOTTOM RAIL o`r"'"v / i ||- � | - r ~ 1 ��xrx1�CH�NEL����E�C� _ WELDED T0�P&BOTTOM RAIL(TYPICAL) ' -°- -� C� ^'--�-^TYPICAL RAMP | � 11^ GUARD HEIGHT ^ . ~-' 10 ' -- 4�^ -�J�� ' -- ��TYPICAL - --~ �- HANDRAIL / . - �-----==�� '==E ~-'rx 1^x 1/8rANQLE PICKET WELDED TV TOP&BOTTOM RAIL UYP|CAL 2''TYPICAL | ' .`` '~ . / PR 1�.. CURB HEIGHT . 16 - � DETAIL 3 TYPICAL RAMP GUARD ELEVATION5 TYPICAL RAMP CROSS SECTION (VIEW MAY BE SHOWN ROTATED) 00 07/01 � (TYPICAL) RAMP GUARD - a1 112rX&003"WALL HANDRAIL(TYPICAL) WELDED TOBRACKETS c RAMP GUARD POST _ | ' (O BRACKETS/RAMP HANDRAIL) 1�% 16 ' um ----- 5)16"-18 GRADE 5 RIB NECK CARRIAGE - BOLT, LOCKNUT&FLAT WASHER Fog RAMP GUARD ATTACHMENT(6u3UxRc) ' 01 4-�'' g - -1 `. ! s/16�18 GRADE 5 HEX BOLT&FLAT VVASHER- | HANDRAIL BRACKET ( SADDLE BRACKET ATTACHMENT(4«Be4CKET} 1 112^LONG(TYP|CAu `--3/8'''1O GRADE 5 HEX BOLT , LEG SET SCREWS(21LEG) -5116"-10 STAINLESS STEEL BUTTON HEAD BOLT u SADDLE BRACKET(RAMP CONNECTOR) 11 � m0TML0CKNUT&FLAT ASHER CAL GUPPORT TU8E BRACKET 2 1G°-f- WASHER HANDRAIL ATTACHMENT ^' ' \-RAMP LEG(2AT EACH CONNECTION&AJ / END 0F RAMP RUNS ADJACENT TOPLATFORMS [}��TA�[ � TYPI(�AL ��AK�PHANDRA|L & BF�AC��ET ��CALE1-2 �0'' ���RADE 5R|8 NECK CARRIAGE -/ - BOLT, LOCKNUT&FLAT WASHER - (8H[)VVN PERPENDICULAR T[> GUARD FOR CLARITY) SUPPORT TUBE BRACKET ATTACHMENT rnopm"�up� �mw moWpv�xL E�� - ^ moMImAmsF AVE m ^ HOMECARE PRODUCTS.*4C. ALL ^'G*wv="vmw'-,wm fNC,HT$RESERVED. ALL TEXT AND [)ET/\|L 4 RAMP LEG & GUARD CONNECTION SCALE 1:4 SIZE |DWG. NO. REV | MAY NOT BE SHARM MODSWO, WITHOUT THE EXPREM WRITTEN �� �������� d�1���� | �-__- �� PROJECT, . �_ ^^ ^ p�.mvumumP£\�»nn�Ke��e�pEwu��nn '~~-~~'------ ' ---- 3CAL� |�l� 3HEET4DF7 ' ° 1. 1 ° I $ Z..... 4J. ' t ` 1 " F 1'-6 6„ 01 1/2"X 0,083"WALL HANDRAIL(TYPICAL) 11 2116» --1'-0" r 1 _._..� -HANDRAIL JOINER ASSEMBLY , 1.6.„Hiqh E 5/16"-24 STAINLESS STEEL SOCKET ® r. 1 HEAD JOINER SET SCREW -- E8 1'-2 16" SECTION E8-E8 HANDRAIL CONNECTION DETAIL 1:1 SCALE (TYPICAL ALL LOCATIONS) 4 C 3 „ '$ b 1 16 f--RAMP SIDE RAIL END PROTECTOR CAP _ 78"SQUARE _ �`- /` WELDED IN PLACE POLYMER FOOT �^"�-""! / � � 1 Z"'SQUARE X 1/8"WALL LEG // ---�i ' 1 1 „_ (LENGTH VARIES WITH LOCATION) a6"LIP AT START OF RAMP r� P , TYPICAL AT ALL TRANSITIONS ' )1 2 .',, c_%N .' ;o SECTION D5-D5 i' �_; ..•,4 _}_ 4 ` 'r (VIEW MAY BE SHOWN ROTATED) FOOT GUSSET(3 PLS) � 8 6*" /14\--- -' 1 5,DRAIN OR -e _ ANCHORING HOLE O7/O1/2 �`4}, � �q,% t io 0 U" .•.... _r e RAMP SURFACE III ` 1 8 11111111111 5/16"-18 ZINC PLATED BOLT 1„ WITH LOCKNUT THROUGH 14 FOOT&LEG .._..21 1 raft I. 2 1� s•�_c.� SUPPORT TUBE BRACKET 8 SECTION F8-F8 TYPICAL FOOT DETAIL • 6s" SCALE 1:2 FOOT LEG SET SCREWS PROPRIETARY ANOCONFIDENTIAL ,ys'0 EZ ACCESS' A LEG ®EZ-ACCESS�.A DIVISKON Of / ` 740 MILWAUKEE AVE N + SECTION G8-G8 HOMECARE PRODUCTS.INC. AU ALGONA WA 48001-740s SCALE 1:2 RIGHTS IMAGES CONTAINED ALL TEXT DOCUMENT ARE PROPRIETARY AND SIZE DWG. NO. REV ,NAYNOT DISTRIBUTEDB REPR D MC D.OR PRt�JECT #18947 1 IOUT TH REPRODUCED.OR REUSED WITHOUT THE EXPRESS WRITTEN P.E.Robbins,P.E.Victoria,IL 61485 PER211707 PERMISSION OF v.-ACCESS SCALE: 1:5 I SHEET 5 OF 7 ~ ~ " ` ` 1 1/2r SQUARE X1/87 WALL SQUARE PICKET WELDED TO TOP& BOTTOM RAL(2xGUARC) WELDED TO TOP&BOTTOM RAIL(TYPICAL)---,," 1 1/2"SQUARE X 1/8"WALL TOP BOTTOM RAIL(TYPICAL)--, ".=,vv""" � 0-L-) 2'415116r l^ `� �wAL GUARD POST ; WELDED TD TOP&BOTTOM RAIL(TYPICAL) " - | i � ^�-51 STAINLESS BUTTON HEAD BOLT WITH NYLOCK NUT&FLAT WASHER(TYPICAL ALL HANDRAIL ATTACHMENT LOCATIONS) oo �. TOP RISER CLOSURE WELDED TO ADJACENT / | ° ' = 2�11TREAD EXTRUSIONS&CORNER POCKETS& c 16 ATTACHED TO PLATFORM WITH 1/4"STAINLESS STEEL SELF DRILLING SCREWS 6"RISE (TYPICAL) —��- ``—SIDE RAIL WELDED To CORNER POCKETS(TYP|CAL) PR RISER CORNER POCKET INCLUDES NLE88--^— ``` STEEL SET SCREWS FOR SECURING GUARD POST(4oR|oEn) 1._5RUN | �—R|GER CLOSURE VVELDEDTOADJACENT u - � ~ TREAD EXTRUSIONS&SIDE RAILS « (TYPICAL) `-11/2''X1/2''X1/0''CHANNEL CLEAT WELDED TO SIDE RAILS(TYP|CAL) `-TREAD EXTRUSIONS WELDED ' TO CHANNEL CLEATS(TYp|CAL) 07/01/2 ARID SECTION B12-B12 TYPICAL STEP CROSS SECTION PROPRIETARY AND CONFIDENTIAL -- ^ (VIEW MAY BE SHOWNROTATED) NOTE: NUMBER OFRISERS SHOWN THE INFORMATION CONTAINED IN 700 MILWAUKEE AVE N , ' MAY NOT MATCH ACTUAL RISERS IN SYSTEYN PROPERTY OF HOMECARF PRODUCIS INC ANY REPRODUCTION IN PART _12 ff b MCI. N-d.- REV OR AS A VO4OLE WITHOUT THE � PRODUCTS INC�apump�o PROJECTi�1���WRITTEN PERMISSION OF HOMECARE � | 1 �~ P.E. vumn�ps�w�v�a.uox^mspsm�1`nm k^�� �~ � ~� 18 � �HEET� 8OP7 ' r . E 1 1 i 4 f 1-1/2"SQUARE X 1/8"WALL LEG(TYPICAL) 2X 3/16"X 3/4"FLAT BAR LENGTH VARIES WITH LOCATION) maiBRACE BAND(4/ASSEMBLY) 5/16"-18 GRADE 5 RIB NECK - _` CARRIAGE BOLT WITH FLAT WASHER&NUT ON CENTER - (1/ASSEMBLY) 111 r'. 007,0>•••,•,<NNN Alminimimiiiiiiiiiiiiiiiiiiiiiiiiiiiiik 4111110, ...... i 5/16"-18 GRADE 5 SQUARE NECK CARRIAGE BOLT WITH FLAT WASHER& NUT(4 EACH/ASSEMBLY) CROSS BRACE ASSEMBLY FOR PLATFORMS 84" & LOWER DETAIL M 10 NOTE:CROSS BRACE ASSEMBLIES COME ASSEMBLED WITH THE CENTER BOLT, NUT&WASHER THEN ARE FIELD CUT& DRILLED AT THE ENDS TO FIT THE SPECIFIC LOCATION. ,, -------'\\ ,1;,' P Post go 1 ir,„ P ___ . „,„ ROPRIETARY AND CONFIDENTIAL EZ_, ,,CCE55' 07/01/2 ' y s S ' ;7 F�= , TIFifORMATIONCONTAkNEDiN 700 MILWAUKEE AVE N ��++ Q� THIS DRAWNG IS THE SOLE ,. ALGONA WA 98001-7408 EDWAC PROPERTY OF HOMECARE PRODUCTS INC..ANY REPRODUCTION IN PART SIZE DWG. NO. -� REV OR AS A WHOLE WITHOUT THE 'MITTEN PERMISSION OF IBITED ARE D PROJECT#14510 3 PRODUCTS INC.IS PRONIf3ITED. P.E.Robbins,P.E.Victoria.IL 61485 PER211707 - SCALE: 1:8 WEIGHT: SHEET 7 OF 7 FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT Transmi ttal Letter l c„\It I 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: I-NA 44.. DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED FROM: Pete Arbeia JUL 7 2021 COMPANY: Northwest Collision Equipment CITY OF TIGA11U PHONE: 360-413-1737 BUILDING DIVI$I EMAIL: nwce@comcast.net RE: 7875 SW Hunziker RD BUP2020-00238 (Site Address) (Permit Number) Artistic Auto Body (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plants. Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: 51'Cr1'1pad €nee— dratiarcep -Ecg. ADA ra,rtp- FOR OFFICE USE ONLY Routed to Permit Technician: Date: 21 Initials: Fees DueN[j Yes ❑No Fee Description: Amount e: 19,,S- )4f ( loi (cJi Special Instructions: Reprint Permit(per PE): ❑ Yes No ❑ Done Applicant Notified: Date: Initials: 1:\Building\Forms\TransmittalLetter-Revisions 073120.doc