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1 I 2 I 3 I 4 I 5_ I 6 I 1___ 8 _ ____L__ 9 1 10 1 11 1 12 I___- 13 14 J. 15 .._` __I 17 18 I 19 I 20 APPROVED PLANS >, C,.0 E CATION N-ATTACHBOOED:K RESTROOM ALTERATION TO EXISTING WAREHOUSE #3 BUILDING -; J RUCTURAL CALCS J GEOTECH REPORT r — MISC DOCUMENTS RECEIVED - ROGERS OCT 19 2015 OFFICE COPY I S. W. 72nd and S. W. Bonita Road CI DING DIVISION TIGARD, OREGON Bul r '- -H„" �-t.� r. 1 -. ' .+) 1'F" `-1"4 BR U KYAH 8T-•► y•^-.. +^ ' -'{ ":„...-.1 a�, i/\ i•`_{ _ ... �. l ' 1—,..,, � '. - , I ^fes'`M t :11••. r-1" -› L�})n1 . f OWN I� �`•4 w;.' l _ .f '•5 ke-' •-1 .. ,•-- . + .. r. i r J ~^i ---_x ROGERS MACHINERY COMPANY, INC. ? '' till- �. 1 }- ,^ �._ r,1_v r,I — P.O. Box 230429, Portland, Oregon 97281 ' w, .t oa r=� -.� - ; ,&-., L: -r1 rani: r�so:i • r g 14650 S.W.72ND Avenue, Portland,Oregon 97224-7943 �_1 � �D� = "'°` i . -�^-...� +. ti ' r1 .Y_ F ,(, . ._moi—__ ... Corporate Office: 503 639-0808, FAX: 503 639-0111 - .a .- +• I I •'-•� f 3c9n;C.a;fk.ir. G www.rogers machinery.com �, d,„;-1,-. oc, As _ 7 r I 1-- _-1,.- .. ` zti -r •.-1--. • ./ ice@ • _ •"r R2 3 C-.cf. .V:-5kt $ r a'r j , - ~. < RSE I .Ib :;F-Vi-4.J.xr PrOje_d_�d Frank Wiering 2� rz.'° „• ' ,,,;� , • �< #a Direct Line (503)603-1925 ,ti• `, ;+ yam--, - ;: ,G. r J s,, ' �, ��_ -.1 f - ;1 1'r. • R'3,11-.0 Sq',Eta Lar Eare ~ Email : Frank^Wiering@rogers-machinery.com .., 1 - a 1 y R 12 2.t�s.tr,•,V-sat. 1 i r�.:'. '1 .. a�•is'i R.±.i-.05c:-It -.Le:.3z. ZONING INFORMATION r • ` -. •_i T x _ R.,-3 17 Unls Psr te'e' F - �' -'S - x } - ku '-rce:u�e'.t^.tYs1a F ZONING :CITY OF TIGARD, I-L LIGHT INDUSTRIAL • l • I "`.Y. 5 r 4 1�1V l'l �Jli1 4 T Wiltkli =F.0;.1 f Uii 3 31iEhr1 CITY OF TIGARD e :_ !'[ -1 .-,. T ,., t X31 t,> a,1 4r�, _i_I 4 <- 4 1! /1 w r 'S4$ L L:1:r.,.yn n a.^.'r Tsrm=1 1 - 1 1.:Li• .� ¢:4. , - _. MEC.7: ^'s ea rs-In.. ace REVIEWED FOR CODE COMPLIANCE ,, R r �. �. ;f -4.,�r r _.� +`„� TL23 i. r~tJ f} ,h. .h-!�:a rrew.ia . _ tD1IY . f j ,, gm e•n Fr- «..z_ rr*via Approved: [1,-1---- j- �, y -( •may. - 'S.t. xni E7J., .a.F We x.-reva E E OTC: [ 1 ,_._: -....i...ce ,' r L se k....- •ae:use-..,,m4--.;11 a 1 >RIF �f� S . §if*" r ru_r.1'r_.--m«s*a. Permit#: 4lJ es--- �✓ 1`./ 1. A� 't x : t Y 4 T •'-.• •3 um.,11 7..4 7 :Drr-,.+ — _ J� �� *1., -;31 1 f �R, llf el txr=2'tl.aa_r:_-,p,saf tar x Address: 1.4-(c). J�r 'moi + 3raR lE 3Y . - , s. 1 tqA s.a — 7Z .... ' y ='MCDC.iI 4i.if a t- j c 1 3 .Y Suite#: H njn, u%nal _ - ��� D D B Date: �� Z 1 :, ► L41 Ts x i1�••'t-.^.•IS r•'w_pn Yn-.:arty — TIGARD - _ _ -._ }C F[ / 5011,4%,w1.:Cr ltr a r_+.ad CITY OF 1 IG 111W q. • .. , ..• ! :4 ' ..`i i P rne:��.:c_m+wt C•.FA_y - REVIEWED FOR CODE COMPLIANCE ���y > . ,ter �r,�..�a�: '! l c. -rsz ca'-ixs inan3'-,f Wirir'X_ . tel i►v) c Approved: [ -J � .. A:,. :�S:ii-- ': • _ Rogan U -_e,.a c..tt B..44? c . ..: Itaineri Company,Inc. OTC: [ I - . . , -- "; ,� • Permit#: �� Lk./(� ` l''/7� j , :' Map n..:,:s e�a/s _ Address: 6J tp f c C.,. . ...... A.Pia Suite#a • 'f f `I�aV��.t'�t�:• ^il. o` Ga 1. f.' sip. B D aa` 1 21as_f i IN 06 B i� ra • �� Date: sa,'! .Tlr3.rc 0"i"'",":2 �: �a �-•rA�� - '-! j 'r➢ ]35.•1'} lli •_1'.1, •r r.,", r-•r, ♦ r-- :'1r!ris rr.P.t1f /Z h RPR 4 O Ft, re r/•r R 0 G E R S CORPORATE ENGINEERING CHECKED DRAWING NUMBER 11 A / 14650 S.W.72ND AVENUE MACHINERY �;;- vr l L1 1 PORTLAND,OREGON 97224 SIZE SCALE A..4% COMPANY, INC. www.rogers-machinery.com nl �.I � �+ ��+ I II REV DATE BY CK DESCRIPTION SERIAL# SHEET 1 OF 3 — 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 H:\i0\En9\)GN\l-\2015 Remodel-P61E\SECT ION i.0_G1,G2&G3.dgn 10/15/2015 1 I 2 I 3 I 4 I 5 I 6 I- T I 0 I 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 1 7f 10 I 19 I 20 r J PLAN INDEX Section 1.0 General Project Data Reference Permit ELE2015-00094 _ Cover Sheet &Vicinity Map G.1 Floor Plan Lighting & Power E.1A &E.1B _ Plan Index G.2 One-Line & Site Electrical Plan E5.00 Code Summary G.3 1 1 _Section 2.0 Civil Data H:\1O\Erg\DGN\F\2015 Remodel- P61E\Plan Index.doc Site Plan C.1 - - Site Utility Plan C.3 of 8 Section 3.0 Architectural Data r a I REQUIRED " H Floor Plan A.1A thru E State of Oregon Structural Specialty Code Accessibility Requirements See G.3 Code Summary Exterior Elevations Existing Building Sheet A2 of 8 CO Co to and Reinforcing Steel - Fire-Rated Construction Details A.1A Door Schedule A.1A is Installed in Concrete G Glazing Schedule A.1A ❑ Special Moment-Resisting Concrete Frame G Egress Plan A.3 ❑ Reinforcing Steel&Prestressing Steel Tendons - In Structural Welding - Section 4.0 Structural Data CI Higf}Strenght Bolting Structural Cover Sheet S.1 Professional Stamp F Foundation Plan Existing Building Sht F.1 & F.2 of 8 0 Structural Masonry F Under-Slab Plumbing Plan P.1 Professional Stamp ❑ Reinforced Gypsum Concrete Framing Structural Elevations , S.1 -S11 - Details & Cross Sections 0 Insulating Concrete Fill Special Inspection Carlson Testing Labs Anchor Bolt Installation 0 Spray Applied Fire-Resistive Materials E Report-Furnished Upon Completion ❑ Pilings, craned Piers and Caissons E Framing Structural Calculations Project Manual Framing pages S 1-46 Stair Plans and Details Dennis Schantzen & KO Custom Fab 6 pages 0 Shotcrete _ Stairway Structural Calculations Project Manual Dennis Schantzen pgs 1-17 ❑ Special Grading,Excavation and Filling - Section 5.0 Mechanical Data Vent Ducting M-1 0 Smoke-Control Systems D Section 8.0 Plumbing Data ❑ Other Inspections ° Floor Plan P1.1 Y. Piping and Material Schedule P0.1 - - Equipment Layout Plan P1.1 Fixture Schedule P0.1 Site Utility Plan P1.0 C ° Backflow prevention location P0.1 Under-slab plumbing plan P1.0 &P1.1 _ Water supply calculations P0.1 - Sanitary system calculations P0.1 Section 9.0 Electrical Data B ALL DIMENSIONS ARE IN INCHES. B PROPRIETARY THIS PRINT IS THE PROPERTY OF ROGERS MACHINERY CO. AND IS LOANED SUBJECT TO RETURN UPON DEMAND.TITLE TO THE SAME IS NEVER SOLD OR TRANSFERRED FOR ANY - REASON.ALL RIGHTS RESERVED TO DESIGN OR INVENTION. r REPRODUCTION OF THIS PRINT PROHIBITED. A - `� RO G E R S CORPORATE ENGINEERING X XXX LCE x CHe ED L.ECHOLS 15OCT15 ROGERS MACHINERY COMPANY, INC. DRAWING NUMBER __ 14650 S W.72ND AVENUE PROPOSED LAN 5 REMODEL XODEL P61 E G.„ A MACHINERY PORTLAIVD,OREGON 97224 SIZE B I SCALE SECTION 1.0 GENERAL PROJECT DATA COMPANY, INC. www.rogers machinery.com REV DATE BY CK DESCRIPTION SERIAL# SHEET 2 OF 3 1 I 2 1 9 I 4 I 5 I 6 I 7 I 0 I 9 I 10 _I 11 I t2 I 13 I 14 1 IS I 16 I 17 I 18 I 19 I..t. 20 H:\10\Eng1DGN1F\2015 Remodel-P61 E\SECTION 1.0\SECTION 1.0_G1,G2&G3.dgn 10/15/2015 1 I 2 I 3 I 4 I 5 I 6 I 7 I a I 9 I 10 I 11 1 12 I 13 I 14 I 15 I 16 I 17 I 19 I 19 I 20 2014 Oregon Structural Specialty Code-Summary Project Description Chapter 7 Fire and Smoke Protection Alter existing steel building of approximately 11,000 Gross S.F.and 26 FT.Tall by installing a Table 705.8 Max Allowable Area Exterior Wall Openings Chapter 10 Means of Egress Restroom/locker room approx 484 S.F.ground floor and a Second Level break room and Not Required(Existing North and West Wall) Fire Separation>30 FT— assembly area. Existing East wall-1 hour Fire Wall with no openings Table 1004.1.2 Area per occupant Floor Area Occupant Load — Zoning Summary Existing South Wall is 2-Hr Rated Fire Wall Ground Floor Industrial Area 100 Gross 11,000 S.F. 110 1 Title 18 Tigard Zoning Districts Chapter 18.530 Existing Opening Separation Distance Degree of Protection. Actual Area Second Level: 1 Zone 18.530 I-L Light Industrial ID#2 C2-MD 5'to less than 10' P 1'/ HR <25% Assembly without fixed seats 7 Net 484 S.F. 69 — Existing Building complies with Table 18.530.2 ID#5 Cl-OH 10'to less than 15' P 1'A HR <45% Total Occupants 179 — 717.5.1 Fire/Smoke Dampers in Fire Walls- Not Applicable-No Fire/Smoke Dampers 1005.3.Egress Width Occupants x.3 for Stairway Project Area and Parking 717.5.6 Exterior Walls-Approved noncombustible material provided at the annular space Occupants x.2 other exits Reviewed and Approved around the duct penetrations. Required: Provided: H Reference Minor Modifications 2015-00005 and MMD 2015-00022 717.5.7 Fire/Smoke Dampers in Smoke Partitions-Not Applicable-No Smoke Dampers Second Level 69 x.3=20.7" 48" H 717.6.3 Non-resistance-rated floor assemblies-Approved noncombustible material provided Ground Floor 179x.2=35.8" 72" Building Code Summary 2014 Oregon Structural Specialty Code at the annular space around the duct penetrations. _ Chapter 3-Occupancy Classification 720.2 Concealed Insulation Flame Spread Index<25 Smoke-Developed Index<450 1014.3 Common Path of Egress Travel Group F<75'w/o Sprinkler — Occupancy Groups 720.3 Exposed Insulation Flame Spread Index<25 Smoke-Developed Index<450 1016.2 Max Exit Access Travel Distance Group F-1<200'w/o Sprinkler System Group B-Business Group F-1 Moderate-Hazard Factory Industrial Chapter 8 Interior Finishes Chapter 11 Accessibility G G Chapter 5-Heights and Areas NA Existing Building Section 1104.4.1-Accessible Route not required for second level<3000 S.F. Chapter 6-Types of Construction Table 803.9 Interior Walls and Ceilings Finish Requirements by Occupancy Table 1106.1 Accessibility Parking: 5 Min required,including 4 Van Spaces Table 601-Fire Resistance Type V-B Group B Nonsprinklered-Class A(Exit Stairways), Class C(Rooms and Enclosed Spaces) 6 Provided all Van Accessible— — Note:Corridors-None on Plans Section 3411.6 Accessibility for Existing Buildings: Primary Structural Frame Existing 0-HR Existing-Ramp at South wall also a 36"x 70"entrance door. Alteration-Project provides one accessible restroom for each sex and an accessible drinking F Bearing Walls Exterior- Chapter 9 Fire Protection Systems fountain. F Existing-South wall 2-HR Existing-East Wall 1-HR Section 903 Automatic sprinkler system-Not Required-903.2.4 Group F-1 Area<12000 SF— Existing-North and West Walls 0-HR Section 907 Fire Alarm and Detection System-Not Required Chapter 29 Plumbing Systems — 907.2.2 Group B&907.2.4 Group F- Occupant load<100 Plans Exceed Table 2502.1 minimum for Group F-1 Alteration Bearing Walls Interior for Restroom 0-HR Chapter 34 Existing Buildings E E Plans comply with Section 3404 Alterations. Nonbearing Walls Interior for Second Level 0-HR Note-3404.5 Voluntary seismic improvements not included. Floor Construction— II:\10\Eng'.DGN\F4015 Remodel-P61HlCode Summarys.Code Summary doe Ground Level-Existing Concrete Second Level Alteration 0-HR D D Roof Construction Existing 0-HR c c B ALL DIMENSIONS ARE IN INCHES. B PROPRIETARY THIS PRINT IS THE PROPERTY OF ROGERS MACHINERY CO. AND IS LOANED SUBJECT TO RETURN UPON DEMAND.TRLE TO THE SAME IS NEVER SOLD OR TRANSFERRED FOR ANY — REASON.ALL RIGHTS RESERVED TO DESIGN OR INVENTION. REPRODUCTION OF THIS PRINT PROHIBITED. ® ROGERS CORPORATEENGINEERING X xxx LCE xxx DRAWN L.ECHOES 150CT15 ROGERS MACHINERY COMPANY, INC. DRAWING NUMBER A CHECKED PROPOSED-2015 REMODEL P61E ^.^ A 14650 S.W.72ND AVENUE 2014 Oregon Structural Specialty Code-Summary (� 3 MACHINERY PORTLAND,OREGON 97224 SIZE B SCALE SECTION 1.0 GENERAL PROJECT DATA COMPANY, INC. www.rogers-machinery.com REV DATE BY CK DESCRIPTION SERIAL# SHEET 3 OF 3 I 1 I 2 I 3 I 4 I 5 I 6 7 I 6 I 9 I 10 I 11 I 12 I 13 j I: I 15 1 16 I 17 I 1B I 18- -1 20 r 1 I 2 1 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 1 16 I 17 I 18 I 19 I 20 PROPRIETARY THIS PRINT IS THE PROPERTY OF ROGERS MACHINERY CO AND IS LOANED SUBJECT TO RETURN UPON DEMAND.TITLE TO THE SAME IS NEVER SOLD OR TRANSFERRED FOR ANY REASON.ALL RIGHTS RESERVED TO DESIGN OR INVENTION. J N REPRODUCTION OF THIS PRINT PROHIBITED. SW BONITA ROAD S 89° 24' 0111E 435.471 LEGEND - -\----- ---1 ----- ---- V VISITOR — 9 SPACES - - - - - - - GATE — — — — — — r -' HC VAN HANDADA D SAP ACCESS r — I r I I I I I ( 19SPACES I---I ! i \ / 1 1 1 1 1 1 1 1 1 1 1 1 IIIII� I a! of ! crI xI - - I I m 3 SPACES,(1 HC) o 1 a I ! SITE ADDRESS: 14650 SW 72ND AVENUE, Lu I w' PORTLAND,OR 97224 — w I i \ ` .1 I ZONING:TITLE 18 TIGARD ZONE DISTRICTS H H w w —a _ - - — ¢ w — \ 1 LL I CHAPTER 18.530 I-L LIGHT INDUSTRIAL o a a — a) — — a \ I i MAP&LOT#: WCTM 25112AD-00500 8 00501 co .1. \ ! I PROJECT NAME:RESTROOM ALTERATION TO EXISTING — PORTLAND J I I P61E(FORMALLY KNOWN AS WAREHOUSE 3)BUILDING. BRANCH ' - - - -' v — x I o APPLICANT NAME;FRANK WIERING, c I _ _ _ I ------------------I ,cc! CORPORATE PROJECTS MANAGER G I c ...7j. I I o BUSINESS 503-639-0808,DESK 503-603-1925, w — v> — I o I I I I " MOBILE 503-720-7268 1 I4 I I I,I — ��� a — a 1 k I " 6SPACES NOTE: — 1) EXISTING BUILDINGS COMPLY WITH SETBACK v — — r N I 0 REQUIREMENTS. _JCD — �!!i 6SPACES, -1 2) FINISH FLOOR ELEVATION:EXISTING WAREHOUSE cN.� C) (1V,1 HC) m m 163.75'REFERENCE 1985 DRAWING"F1". F r aa F GO c o Cl) m O y DUMPSTER C.0 _ — ! m AIR RECEIVER CATCH BASIN 8 SPACES COOLING TOWER E 1 CITY OF TIGARD E � IIIII11 � 1.(iw2SPACES PRODUCTION SHOP — P61E ! Approved by Planning — _ r� ¢ (FORMERLY KNOWN 1 ! r�, l j I — a = AS WAREHOUSE#3) I Date: LIJix a a Initials: ,z i — PARTS - D 'a ! LOBBY WAREHOUSE 1 ! a 0 1 CORPORATE I a _ 0 f la 1 a CNi w I 0 �''` PARTS ! a Cl) i WAREHOUSE#4 ! cn i — 1 1 1 J SHIPPING N 5 SPACES I — m S 88°48' 16" E 479.16' B B A _ ® ROGERS X XXX LCE XXX DRAWN L. ECHOES 15OCT15 ROGERS MACHINERY COMPANY, INC. DRAWING NUMBER Ail CORPORATE ENGINEERING PROPOSED-2015 REMODEL P61E C. A 14650 S.W.72ND AVENUE — CHECKED 2015 ROGERS MACHINERY-SITE PLAN MACHINERY PORTLAND,OREGON 97224 SIZE B SCALE SECTION 2.0, CIVIL DATA COMPANY, INC. www.rogers-machinery.com • REV DATE BY CK DESCRIPTION SERIAL# 1 SHEET 1 OF 1 I 1 I 2 I 3 I 4 I 5 I B 7 I s I 9 I 10 I 11 I 12 I 13 I 14 1 15 I 15 I 17 I 18 1 19 20 r- I .. i da' Ak:'' ' i 1 + :.:- -4.;*,,) , 141 # p . , A.,,,, ...." if '` 41klip 10 1 1. . I 1 lir:4:b.'''. B-• 111‘ lir " iiii , , ., ,,, • .... ,4 k._ "� 'rep---.. •n+- w h' i �l I"' 10111#11rto, jj�ir,YY y�.., •. 'ry' .}may. ' - .. ill• + + i r 4111 \1411 eil‘ •1 ...-1(' - , ,10 41 *4 il } � — - w 'S ,. . 11 I \ . • p. i a 5-r � r ' Ifili& J 1 1. , • N Y `` SAY I I I • - . • .. ti`a s' u-rr1Irv- . Ash,IMrt f :_ t : .,• �� • 7�tr• r.• I .4 _ I�� It4F,r,UTRTD: . - . r-a 1 1 ('{'3 .� _ E - ,� � ;qnXHc' eAt.fe5*!1-waurrri;e1; tttfE� r :,,,,... ' rr e`-t,Nh , ' .. . 6ARKllJI"rl,. FY. . •• • - Yr. 1 I •ti•,! 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S /y%383 s. I- I .. r tY?4lEY.T FGi ^ -_ - - �- Awx ROGERS MACHINERY C.a; it{C .,1Ot �. 5� }VOTE (I)'TOPSOIL.-12 OLHP"3ANpY l.OAHi TLIPSOIL IN nLl-NEW L4M OS[APED"AREAS 'irw1, f- S.W. 7ZIW AV ER(UE RDRTLANL7,:OLZF-f+.lt-J� F ,,, .� �'�.BA.RKDuST-FINE CRflIIY,1D ROTTPO E.A.ZK PROVWp ALL NEW PLANT NATERiALS,EJt[.Fy1'GRA55 _ 'I'-z(y-O' . • J)SPRINKLER .I EA Da 4 'WEAT HLRMAT Ior 3H 5U8 aPPNe <' I'• \ :'gp.gg• iy*a.% .ast,h:k , - A •R41NH'>x!)" S,tNiS - PaP UP t+eADs.-Ic ) d � ''., aoPw Lf.+NDSGAAE �` PL-UI.4r1h1G PLAFJS �;{tt ! ^ • r, _3HO' ".}ONN d, dr >W" _B5Ta486. �' - y . ww, w .a r,.:r• : PHA E I IN • .�e�a d ' I 2 I 3 I 4 I 5 I 6 I 7 1 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 I 15 I 17 ( 16 ) 19 I 20 DOOR SCHEDULE 7-6" = 47'-6" 4T 2" T-10" S ?v1 SIZE DESCRIPTION QTY �� I I 1 3'-0"x T-0" HOLLOW METAL!FRAME!EXTERIOR(EXISTING) 2 O' 21/8" U I i I C. 3'-0"x 7'-0" HOLLOW METAL!FRAME/AUTO CLOSER 2 .. . 3 Ds 2'-4"x 6'-8" HOLLOW METAL/FRAME!BLANK 1 - A 5'-2 7/8" , 03'-0"x 7'-0" HOLLOW METAL/FRAME/AUTO CLOSER, _ 1 — h W/SAFETY GLASS 05• 3'-0"x 7'-0" HOLLOW METAL/FRAME/SAFETY GLASS 1 j • © 15'-0"x 14'-0" ROLL-UP DOOR(EXISTING) _ 1 EXISTING: (7 I ) 30'-0"x 14'-0" SECTIONAL(EXISTING) 1 I 1-HR FIRE WALL WINDOW SCHEDULE EXISTING: (A) 6'-0"x 4'-0" WINDOW RESIDENTIAL,VINYL FRAME WITH 2 i 2-HR FIRE WALL HORIZONTAL SLIDERS @ 2ND FLOOR — 30'-0" ® 0'-0"x 0'-0" MIRRORS HORIZ. (@ RESTROOMS 2 I EAST ELEV.SHT W/5/8"YPE4X GYP.BDIRTS B.S.OFF HE AT CHANNELS @ A 3) H 2'-0"O.C.BOTH SIDES OF GIRTS. H I 2 HR.WALL W!(2)LAYERS 5/8"TYPE'X'GYP.BD.B.S. STAGGER JOINTS OF HAT CHANNELS @ 2'-0"O.C. - I I OTH SIDES OF GIRTS. — I I, G G 1 100'-0" 07 © ------ F F I --h < 3 6 KI!f `I - ,I' - - - - - - - - - - - /_ - -r +i _ 22'-0" 7'-55/8" E I I E i 7'-8 1/2" I ii- - -- —� 1 . A I I I _ 50'-0" 30'-0" 22'-0" D I j 17'-10" j I D i i i 4'a0" -->j i s1 tI I— i1 I ;7 F 8'-8 3/8" y - - - - - - - - - - - - = I- - - - - = 883/8. D - - - - #T - + � 23' 0° c i If / 5'-2 7/8" 0 j as m 3 / jI I I _ - - 7-10 F< 34'-91/2 >I 12'-5 1/2 k 22 7 >I 6 0 4 26'-4" - < 0'-21/8" B ALL DIMENSIONS ARE IN INCHES. B < 110'-0" PROPRIETARY THIS PRINT IS THE PROPERTY OF ROGERS IdACHINERY CO. — PLAN VIEW - CRANE FOOTINGS & RESTROOM ANDISLDANEDSUBJECTTORETURNUPONDEMA ED TITLE TO THE SAME IS NEVER SOLD OR TRANSFERRED FOR ANY REASON.ALL RIGHTS RESERVED TO DESIGN OR INVENTION. REPRODUCTION OF THIS PRINT PROHIBITED. ROGERS CORPORATE ENGINEERING 4 20JUL15 LCE UPDATED WIN/DOOR SCHD.&REFERENCES.CHANGED DIMS DRAWN L.ECHOES 01JUN15 ROGERS MACHINERY COMPANY, INC, DRAWING NUMBER Ailli O MACHINERY 14650 S.W.72ND AVENUE REDESIGNED UTILITY CLOSET, STAIRS AND LOCATIONS. CHECKED PROPOSED-2015 REMODEL j61 E A.1 A A PORTLAND,OREGON 97224 SIZE B I SCALE NTS RMC DWG.No.F00031X.5 COMPANY, INC. www.rogers-machinery.com REV DATE BY CK DESCRIPTION SERIAL# SHEET 1 OF 5 I 1 I 2 I 3 I 4 I 5 I 6 7 I 8 I 9 I 10 I 11 1 12 _I 13 I 14 I 15 I 16 I 17 I 18 I 19 I 20 I 1 I 2 I 3 I 4 I 5 I 6 I 7 j 8 I 9 I 10 I 11 I 12 I 13 1 14 I 15 1 96 I 17 1 18 I 19 1 20 DOOR SCHEDULE SYM SIZE DESCRIPTION QTY_ /rAl CO 3'-0"x 7'-0" HOLLOW METAL/FRAME/EXTERIOR(EXISTING) 2 3 \. 02 3'-0"x 7'-0" HOLLOW METAL!FRAME/AUTO CLOSER 2 O 2'-4"x 6'-8" HOLLOW METAL/FRAME/BLANK 1 — = 22'-0" 0 3'-0"x 7'-0" HOLLOW METAL/FRAME/AUTO CLOSER, 1 — W/SAFETY GLASS 4'-6" >-< 4'-0" >< 11'-0" 1 2'-6" 05 3'-0"x 7'-0" HOLLOW METAL/FRAME/SAFETY GLASS 1 I © 15'-0"x 14'-0" ROLL-UP DOOR(EXISTING) 1 (7) 30'-0"x 14'-0" SECTIONAL(EXISTING) 1 A A LFIG—�� _II� WINDOW SCHEDULE AO 6'-0"x 4'-0" WINDOW RESIDENTIAL,VINYL FRAME WITH 2 HORIZONTAL SLIDERS @ 2ND FLOOR © 0'-0"x 0'-0" MIRRORS @ RESTROOMS 2 H H UNISEX ADA LOCKER ROOM 10'-0" r - - - RESTROOM 12'-9' X 9-0" — - - - - 7'-9"X 9'-0" F_ UP _ G F G I-- - - ^- 0'-6" 22'-0" F T F - - - _ < 17-6" >" 3'-6" > F F P - - — — 0'-4" E 12'-0" TYP. - — — — MEN'S RESTROOM E 1 F - - -_ 21'-O"X11'-0" — T 2'-5112" T — UTILITY 4'-11" V - 03 CLOSET D 3-8 x4-3 D 2'-5 112" Ill / 0 V y T T _ 0'-6" < 4'-0" — TYP. c c - LOWER LEVEL - PLAN VIEW - B ALL DIMENSIONS ARE IN INCHES. B PROPRIETARY THIS PRINT IS THE PROPERTY OF ROGERS MACHINERY CO. AND IS LOANED SUBJECT TO RETURN UPON DEMAND.TITLE — TO THE SAME IS NEVER SOLD OR TRANSFERRED FOR ANY REASON.ALL RIGHTS RESERVED TO DESIGN OR INVENTION. REPRODUCTION OF THIS PRINT PROHIBITED. A A ® ROGERS CORPORATE ENGINEERING 5 24SEP15 LCE UPDATED WIN/DOOR SCHD.,RM TITLES, REMOVED TOILET NOTE. DRAWN L. ECHOLS 01JUN15 ROGERS MACHINERY COMPANY, INC. DRAWING NUMBER A MACHINERY 14650 S.W.72ND AVENUE 4 20JUL15 LCE FW UPDATED WIN/DOOR SCHD.&REFERENCES. CHANGED DIMS CHECKED PROPOSED-2015 REMODEL P61E A.16 v PP PORTLAND,OREGON 97224 REDESIGNED UTILITY CLOSET,STAIRS AND LOCATIONS. SIZE B SCALE 1"=50' PLAN VIEW-GROUND LEVEL (RMC DWG.No.F00031X.5) COMPANY, INC. www.rogers-machinery.com REV DATE BY CK DESCRIPTION SERIAL# SHEET 2 OF 5 I I- 2 I 3 I 4 I 5 I 6 7 1 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 1 17 I 1a I 1s I 70 1 I 2 I 3 I 4 I 5 I 5 I 7 I 8 I 8 I 10 I II I 12 I 13 I 14 1 15 1 IS I 17 I 18 I 19 I 23 DOOR SCHEDULE SYM SIZE DESCRIPTION QTY — J /rAl U 3'-0"x 7'-0" HOLLOW METAL!FRAME/EXTERIOR(EXISTING) 2 J (/ © K2 3'-0"x 7'-0" HOLLOW METAL/FRAME/AUTO CLOSER 2 TBD ® 2'-4"x 6'-8" HOLLOW METAL!FRAME/BLANK 1® 3'-0"x 7'-0" HOLLOW METAL/FRAME/AUTO CLOSER, 1 — W!SAFETY GLASS O. 3'-0"x 7'-0" HOLLOW METAL/FRAME/SAFETY GLASS 1 I A —I--� �� ® 15'-0"x 14'-0" ROLL-UP DOOR(EXISTING) 1 1 ® 30'-0"x 14'-0" SECTIONAL(EXISTING) 1 j WINDOW SCHEDULE j ® 6'-0"x 4'-0" WINDOW RESIDENTIAL,VINYL FRAME WITH 2 — HORIZONTAL SLIDERS @ 2ND FLOOR 5Q TBD I ® 0'-0"x 0'-0" MIRRORS @ RESTROOMS 2 H I H I I — 1,-4" - r — — I V — _ I I I 2'6" © - 1 6 I G G — — 12"PLUMBING WALL T � � P � PIP I I UP F TP — 2'-8' >I< 2'-7" � 3-1 > F ±0 6 ' -6" K 4'-11" = 2'-9" E—L /VG--—-— - — A it ‘ii _ — DRINKING 11 V FOUNTAIN 12"x12" II _ E ±1-10" 1 1 " E _ — 7'-9112 DRAIN BASIN 11 FOUNTAIN WASH_ ( 1 24"x 24"x 9" SINK 54" — +31.711 iil I I D V D 1 5'-6" =11'-6" �— _ 1i I I I D OUTSIDE 1'-U" —� -- TO SEWER DRAIN -= LOWER LEVEL - PLUMBING LAYOUTS UPPER LEVEL - PLUMBING LAYOUTS e ALL DIMENSIONS ARE IN INCHES. e PROPRIETARY THIS PRINT IS THE PROPERTY OF ROGERS MACHINERY CO. AND IS LOANED SUBJECT TO RETURN UPON DEMAND TITLE TO THE SAME IS NEVER SOLD OR TRANSFERRED FOR ANY — REASON.ALL RIGHTS RESERVED TO DESIGN OR INVENTION. REPRODUCTION OF THIS PRINT PROHIBITED. A ROGERS CORPORATE ENGINEERING 5 24SEP15 LCE UPDATED WIN/DOOR SCHD.,RM TITLES,REMOVED TOILET NOTE. DRAWN L.ECHOLS 01JUN15 ROGERS MACHINERY COMPANY, INC. DRAWING NUMBER A 14650 S.W.72ND AVENUE 4 20JUL15 LCE FW UPDATED WIN/DOOR SCHD.&REFERENCES.CHANGED DIMS CHECKED PROPOSED-2015 REMODEL P61E MACHINERY PORTLAND50S.W.OREGON 97224 COMPANY, INC. www.rogers-machinery.com REDESIGNED UTILITY CLOSET,STAIRS AND LOCATIONS. SIZE B SCALE 1"=50' PLUMBING LAYOUT-GROUND LEVEL (RMC DWG.No.F00031X.5) A,1 D REV DATE BY CK DESCRIPTION SERIAL# SHEET 4 OF 5 I I I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I %2 I 13 I 14 I 15 I 16 I 17 I 18 I 19 I 20 I 1 I 2 I 3 1 4 I 5 I 6 1 7 I 8 I 9 I 13 I 11 I 12 I 13 I 14 I 15 I 16 I 17 I 19 I 19 I 20 DOOR SCHEDULE SYM SIZE DESCRIPTION QTY J . (1) 3'-0"x 7'-0" HOLLOW METAL!FRAME/EXTERIOR(EXISTING) 2 J r Ai ® 3'-0"x 7'-0" HOLLOW METAL!FRAME/AUTO CLOSER 2 \' 9'-0„ 03 2'-4"x 6'-8" HOLLOW METAL/FRAME/BLANK 1— --> 1'-6" ® 3'-0"x 7'-0" HOLLOW METAU FRAME/AUTO CLOSER, 1 — W/SAFETY GLASS 3'-0"x T-0" HOLLOW METAL!FRAMEI SAFETY GLASS 1 - - —17' � © 15'-0"x 14'-0" ROLL-UP DOOR(EXISTING) 1 1 (7) 30'-0"x 14'-0" SECTIONAL(EXISTING) 1 i' WINDOW SCHEDULE — / \ I , I ® 6'-0"x 4'-0" WINDOW RESIDENTIAL,VINYL FRAME WITH 2 — 1 ADA CLEARANCE 1I (11X 12"X 18"LOCKER HORIZONTAL SLIDERS @ 2ND FLOOR DOUBLE STACKED TYPICAL \' f _ © 0'-0"x 0'-0" MIRRORS @ RESTROOMS 2 H 9 / Z H \ / FLOOR m — / DRAIN — " G I ,© A G 12"PLUMBING WALL I/ I, I I — I2'-6" U- -- FLOOR 4'4„ TP �- �-� TP, „' TP DRAIN 1'_3" F v_ 1-4 1 TYP.I F ' TYP. 1 1 ADA CLEARANCE �' — -- — \ / 2,-9„ >< 2'-9„ >l< 2'-7„ > c 2'-7„ E \ / E A E I FOUNTAIN WASH — I I 3'-8 1/2" SINK 54" — nn O D - LOWER LEVEL - ROOM LAYOUT - C H e ALL DIMENSIONS ARE IN INCHES. B PROPRIETARY THIS PRINT IS THE PROPERTY OF ROGERS MACHINERY CO. AND IS LOANED SUBJECT TO RETURN UPON DEMAND.TITLE - TO THE SAME IS NEVER SOLD OR TRANSFERRED FOR ANY REASON. ALL RIGHTS RESERVED TO DESIGN OR INVENTION. REPRODUCTION OF THIS PRINT PROHIBITED. ROGERS 5 24SEP15 LCE UPDATED WIN/DOOR SCHD., RM TITLES,REMOVED TOILET NOTE. DRAWN L.ECHOLS 01JUN15 ROGERS MACHINERY COMPANY, INC. DRAWING NUMBER m CORPORATE ENGINEERINGA APROPOSED-2015REMODELP6IE MACHINERY 14650 S.W.72ND AVENUE 4 20JUL15 LCE FW UPDATED WINIDOOR SCHD. &REFERENCES.CHANGED DIMS CHECKED ROOM LAYOUT-GROUND LEVEL A.I E PORTLAND,OREGON 97224 REDESIGNED UTILITY CLOSET, STAIRS AND LOCATIONS. SIZE B ' SCALE 1"=50' (RMC DWG.No.F00031X.5) COMPANY, INC. ww '.rogers-machinery.com REV DATE BY CK DESCRIPTION SERIAL# SHEET 5 OF 5 I 1 I 2 I 3 I 4 I 5 I 6 7 I 8 I 9 1 is 1 11 I 12 I 13 I 14 1 15 I 16 I 17 I 18 I I9 20 r "`'. b`y`'�' sxF3.t+ �(1 ri . • - - - _ . - < 4 t - ;, €�, I I �/� i } Y ' 18 f Z j. g - f , 3 ,,,, ib 1 n - I - 'rts • • ,v,e1 r I + - IbGKtIA"131N5UWTla4 , E - - �. I , IlimiiiiiiIMEMINimommew I 1 *.Z`k S _ - _ _I �.. w. c.rh`� __ l;f t .J: q r i I ��� �.,,,,., ^- -..:.ir.,,.w.w� 400 • , , E6 , yl 7 •t.,., ,.,.' {$ Pi b4h I.,: 1 - - .-... _ _._'>� I '� : I I -r..s'd''.tl Jf ,I f., .1 -1 I 'S PAiAT{ON WALL } y d I r I - + 333 igi[, vvG.. r S' a r x ' ! + i FIR PIF-IG 5 _ � r���hf'l•� — wr..-, a_ �.v..v� + �t \ rye..u.w_,.._ .! .� :F ${� NgW _ wr1Ftr.I-IcUSE~ ....T '--.-r — .;�1p. v1.5'-rn4 _ S'(•°Ri::.IGTtJR_E. _ ,i.. ;'+ + . 5-?-7 ti , 24C.q, C-JtLV Ct11LFR-10 11..• Fd1altIIt M L'.,.. 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E.,AS E_i_E VF.T { p \I .,ti d Ht °°�r ':.. y4i. h 1 I 2 I 3 I 4 T 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 I 17 I 18 I 19 I 20 \/ J f ' GATE I 1 > RENTAL > Cl) w w STORAGE w w w = H 4) Cl) co (r) I (n H I- 0 — J I — z NEW P61 E - PRODUCTION SF25 B3-MD-B Q ® •F26 4 G 0- W J co (n 0 Q =Or-, W 0 W — O 0 Flo PAINT > IL = w Icy BOOTH 1 a F PRIMARY cn i I rmIX* — — — F27C2 MD r C MEETING LOCATION I - - - - a (MEETING PLACE CONFERENCE I D4 S16 GRAVEL PIT) ROOM AED i i N — W P36 • PRO CHEM w �N I WOMENS LOCKER ce SYSTEM E N 4r BREAK I \ I ROOMT ROOM m E a ROOM v) co 111 ID o I S•F29 ) co -4 MEN'SADA > Ill PAINT = __—SECOND FLOOR---i vI RESTROOM w SHOP O7 rn = VI ° - _---FIRST FLOOR __ j D F 28 v_ F24• — C3-MD B2-OH B 1-M D-K — RMC SERVICE T EMERGENCY EXITS & EXTINGISHERS - LAYOUT PARKIRKINGG O ONLYLY c SCALE:NTS c EMERGENCY LEGEND 0 FIRST AID KIT — MAID — n AUTOMATED EXTERNAL DEFIBRILLATOR B ® EYE WASH STATION D •E# FIRE EXTINGUISHER MD MAN DOOR GENERAL NOTE: ALL DIMENSIONS ARE IN INCHES UNLESS NOTED. OH OVERHEAD DOOR A ° ROGERS CORPORATE ENGINEERING 3 29JUN15 LCE N/A WAREHOUSE#3 CONVERSION TO P61E PRODUCTION.FIRST AID, DRAWN LCE 22JAN14 ROGERS MACHINERY COMPANY, INC DRAWING NUMBER 14650 S.W.72ND AVENUE AED ADDED OUTSIDE BATHROOM. CHECKED CORPORATE WAREHOUSES#3 A MACHINERY PORTLAND,OREGON 97224 2 03APR15 LCE N/A CORRECTION TO A14&Al 5 DOOR LAYOUT. SIZE B SCALE 1:158 EMERGENCY EXITS&EXTINGISHERS F00001 X.2 tj EMERGENCY ESCAPE PLAN COMPANY, INC. www.rogers-machinery.com REV DATE BY CK DESCRIPTION SERIAL# (LAST UPDATE 22APR14) SHEET 3 OF 3 H:1101Eng1DGN\F\F00001X.0_EMERGENCY Exits&Extingishers.dgn 10/15/2015 7 I 6 I 9 I a I I_ z J 3 I a I s ) 6 I n I e I s 29 I .R. • SHEATHING SCHEDULE: ROGERS MACHINERY CONFERENCE ROOM . I Floor Sheathing: 3/4" plywood (48/24) or APA rated sheathing Structural DRAWINGS With 10d corn nails at 6" o/c all panel edges And 10d corn nails at 10" o/c field. 285/215) ROGERS MACHINERY (Portland, OR) (Edges may be unblocked for shear) ( 14650 SW 72nd Avenue Portland, OR. ALL Walls: 1/2" plywood (32/16) or APA rated sheathing New Conference Rm Addition(Typical) With 8d corn nails at 6" o/c all panel edges And 8d corn nails at 12" o/c field. All edges must be blocked. (260/365) Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8" dia Expansion Bolts at 48" o/c. ri DESIGN LOADS: (Typical) Provide plate washers between nut and sill plate: PL 1/4"x 3" square. Simpson "Strong-Bolt 2" okay (embed 3-3/8" min) SPECIAL INSPECTION REQUIRED. Floor Load 65 psf (50 LL) and 2000 lbs Seismic: Ss = 0.968 Max Soil Brg Pressure = 1500 psf u c UR �/' f 4 y r t7REGON ✓G�yzz, �9� T.M COV�p� 1 . 5FC 312015 Job No. 6471 R U c r UR TIM COVERT P.E. STRUCTURAL ENGINEER p,„,• PROFFSAr 1750 SW Skyline Blvd #221 SNz\��l Portland, Oregon 97221 Phone:(503) 228-0426 Tim Covert RE. OREGON . Structural Engineer • - ✓�r 22.011S 1 1750 SW Skyline Blvd #221 ria� CO\ Y Portland, Oregon 97221 RENEWS 1z-31-15 - 0 0 o Q '.• .. 1 I 116'-Z'f:.Par• TO..a t t Cpt{G(C&1f•.. I '�I.97'Su . Y ._ .. .. Ito-D.' air iD,04C T71Kf �'. 24 0" . 50'-d} - � r+ .. —'--_, FXIST,5 W'D"1M ErrarrIn 4 E%ILT'G WARENa1n.E 2.}:.:. 2-d•#.',flu } I f ii 'n 7 !I' } I •- - ", ca,.,A.6.KEG4JII t2 F?�?+ycys,.��.rg urta ...sue ( fryG �� �. .NRCLUY4L } i ___ ; ,�__ E p+.- -I. (.i t14:4 ; G 5 `�T 11R i 'S••- +�5 ><y A � > A. ) A ,, \ V / A Y ,.f' „. >� � +fit - w.. 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D n W-d oOf / 1E EV:GO-.A.D.NLGtul7�0 _ , �I r I I \ \____ yti 1 `1 4 { \4 • : \ h f ( n ! F 2LSv IOa.G5 's � t { t .. .-Y N•CisA'/-' � � • - ._/ praoR / / \� I �' _ 1 5 0114G '.EN i / kl cN .A.&JKGRSII ,It LINE /kI "M1} ` i 4. r' - r C' ' -- L-_ E -L _J -�H"6GFlF. K'p .. 4 ki. TVr'Ea:ev 9'-a'4Ht.F ors , IT___:;_ o" - Ib" (iR'�k":lY!'ICAL -^4'E' fj}4 9495?.##c;g.,E?JUAM3l5,$i{iPPIG Begs" _ r-41.. tf-. . ; .� 1 s SABRE LTWUCTION CO. GENERAL-GONTRAQTDRS �11 BUTLER METAL BUILDINGS 122S.SW'Bl F1 PPOAE POa1LMNG Lnih.^,GN - _ Pt-ONE'r 939-414T - ZIP 9,223 MACHINERY CO. INC.' FOUNDATION PLAN /e,r aTtANP4 bRE orr /g • 1{ 821�85'. P cs ua^.ivc rr c tu v. Low pro 4. 44 4.4, »,r.R.a.^6. 1113-,i11r, FOUNDATION PLAN -2 tO • FI o8 WAREHOUSE i r, a Pac r ;}, ,dr6 a' _ • r .--- , 1- _F,s..f{A1RW �, F c .H'ou4� .....,? PC+T1 '.. .?E .sta'~, •�C4N.I�UI-� �� .!% -- - ! o „, Ay _ ,�`�' �ti,q .. - rz�'✓ _—_ ... -.:.. � �y tJLDEP 'r- `,( 't �.. .`r":•` .. • - . -..'.riukvisKC4;1•1Yl -1 ,SIf$. ,1,...3. 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' +—IIII Y OLAP)T..4.4. 1"- ..- _ . 3fir a v(r F ,1 i S i \ \m4 r F - i . ; - •7- •'gill� � L-�1�✓ RrF . / --- _cog,SIzE REN: SSEX� , H DUCFcr ,. J! .'_.,'',..,':-......'-', s'''...,l''..''' .,._ < GR 1 B /i - FJ ' AcGy . Y7,. CCJLE$FkY-i.tki4-1 . lf�Fm 0 -� !.� , FR� E FTG.FRAM pTC s =o+• -3/ 'I-b ✓ _3/4r:1-9 V4. ✓° - ,k -R ,:-. ",,,I.. .: A '1N q=.C�NiY]L dON7 4 H-�VJ" 9 ', " 4_ cs6.VVZ + 9C 0 - . FY 3nE{ts .WAI JOINS_EFafY�Ct`�(.�J -rir ® ....oil' 4 F �4. r� '� - N . -d2 ZfP-STRIP, -G'? p'6:"o > Y. -eiwdlo CdU7MN �L.uMN . .., s . ,• All 91,1 JJJ _E=. I III i N y} � • r - Gi'F/R 1112-0 04YA7F..p -- 1 Lr 4"} `:&+D. roM1GIEU PICK_MIy. v\'1' laMGt'S ` v'"p_.CDr\JTRDL HAl(�P i DETAIL = HAI !�I(�I DET i L, •j{ ] �j 1-� a "`x?AG7 VT-. "F.•1=a9.. ,•},.YSr :.... W � ._...� R t �46teg l*EVE17 .KaNTsf�T s n k ,4 t_ -3'" •• $1Ntt77i'3 t'IF . • ..... 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I'�Co --. �IH�T�..',fOINT 1 ,y ' L• /. h. „ 4h x x 5, :J�.Y toy.hT'i- .�tr K: ,'�!-^ ,fir , 9r ...........- . :::_::::::,-;',_,-;:fv-,.,--,_. ' F ,` .. _ F-d .J'r v �._`71146 i:i "�. �-- - •L.S e4lr k ` lt� k', , ,x,: ` 5 1� i 1 .:F�t ' 1 IC��Cte. 1 - 11 i=E x -tea �f�� ..: " • s "'^ l '. �sF s _ °6p "`�D� cy .fllr - • Ognisa U,k RECTORS:. � 1 ( ~'' E - - /'~ 7225 6vrt§gym rk-..z IIVGS r t tJp. N I - • Pr1Orf 638-Mar 2i9 $23 -:,', 8P t 4r3 Ca-ft'rms.{2-d t Ad') _ .. s• `. • a,.,A.m - $.' Y"I '[ S -!,$r.D,,Ir2_ 9 M.A.x. FHCl 7i �.: _0- rr�r :=a t I1�L7 2` • �N f4A D (?REGoHI MACHINERY. CO. 1 , .r'nr w•$/z 3/ss CFlta�niyc ,-t.e V 1. [2. GOHC.,PAD Q.RLIMPITP_. . FOUNDATION_$ FIG.. DETAILS' - ' 2. - r.,.,— T,wa ey ww v,. la6$-as t g n 1 1 ,: P2 0,8 WAREHOUSE N SHEATHING SCHEDULE: ROGERS MACHINERY CONFERENCE ROOM t_ Floor Sheathing: 3/4" plywood (48/24) or APA rated sheathing Structural DRAWINGS With 10d com nails at 6" o/c all panel edges And 10d com nails at 10" o/c field. ROGERS MACHINERY (Portland, OR) (Edges may be unblocked for shear) (285/215) 14650 SW 72nd Avenue Portland, OR. ALL Walls: 1/2" plywood (32/16) or APA rated sheathing New Conference Rm Addition (Typical) With 8d corn nails at 6" o/c all panel edges And 8d corn nails at 12" o/c field.All edges must be blocked. (260/365) • Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8" dia Expansion Bolts at 48" o/c. I I a DESIGN LOADS: (Typical) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. Simpson "Strong-Bolt 2" okay (embed 3-3/8" min) SPECIAL INSPECTION REQUIRED. Floor Load = 65 psf (50 LL) and 2000 lbs Seismic: Ss = 0.968 Max Soil Brg Pressure = 1500 psf ��ci \ '4. OliE UP N. C1C N 22, \(ir �/ DEC 31 ZU15 Job No. 6471 15 CT V TIM COVERT RE. STRUCTURAL ENGINEER • � S R9 y ��ED PROF1 1750 SW Skyline Blvd #221 (V-I1Ccix� 4' Portland, Oregon 97221 Phone:(503) 228-0426 c- b93a1 l �L_,----ems e,' Tim Covert P.E. OREGON Structural Engineer ''°4r22•19l' - 1750 SW Skyline Blvd #221 Tij coic Penland, Oregon 97221 RENEWS 12-31-15 1TP S- - A y a5. tea : a N 5 ROGERS MACHINERY " a-- ll1YJJ CONFERENCE ROOM: UPPER FLOOR NOTES �,�y _ -...a-- 1a: � = - O/c. 2x12 joists DF L No.1 at 16" N . FJAJ E FJB = 2x12 joists DF-L No.2 at 16" o/c. D r=a , -i v§4. � Eo �, i „„ „� .ma g,x a3a ... > . ,,„.„ '„.ez ' EO 2. Subfloor: 3/4" plywood (48/24) orAPA rated sheathing 2' .� -ze.`� .r'x .-,•.. ; x •/ -.-, 0 (1% isi II • See Sheathing Schedule. } .o Z o :- - - — a) — C) DF-L at 16" o/c. 2x12 solid blocking �° o m '- 3. Bearing Walls: 2x6 (minimum) 1 under partition. � O "`- K Ci) 1m 4. Headers: HA = 4x8 DF-L No.2 ^ — �' ' HB = 4x6 DF-L No.2 5. For construction not called out otherwise, comply with 2014 OSSC .01 �� Chapter 23, especially Table 2304.9.1. ,.s 41 UPPER LEVEL FRAMING PLAN : I74 r1 _ / I 0 .,1 g u C T u R a FJA = 2x12 DF-L No.1 at 16" o/c Sc9 PROF ` _ 1)10LNZz. /9 FJB = 2xt2DFLNo.2at16" o/c �9361 l j_---- HA = 4x8 DF-L No.2 Tim Covert P.E. OREGON Structural Engineer '4,-22.‘9'1 HB = 4x6 DF-L no.2 1750 SW Skyline Blvd #221 T4� covE�� s2 Portland, Oregon 97221 RENEWS 12-31-15 f RIM � 0 (S'j S GT) D {�1P �Jt�( T s ��'1 D� Steel stud wall:� Steel stud wall: � I ' non-bearing non-bearing partition. partition. XX J 3/4" plywood over 03/4 plywood over �J 2x12 at 16" o/c 2x12 at 16" o/c 1s at 6" o/c 1 0d corn nails at 6" o/c 1 Od corn nay I (0.148" dia x 3") (0.148" dia x 3") x t - _= ril �� ,m 112) ra 31 - ,�I\ 1 8d corn nails at 6" o/c I 8d corn nails at 6" olc (0.131" dia x 2-1/2") iz Oont 2x12 rim joist. (0.131" dia x 2-1/2") 2 t. Cont 2x12 rim joist. ,� /111:i\ / ! r 7._ , 7-7 la Continuous 112" I! ,i , Continuous 1/2" 11 a I plywood, as shown. � plywood, as shown. j z 1;1 2x12 solid s ` blocking h at 48" o/c is U 2x6 studs at 16" o/c 1 2x6 studs at 16" o/c $, I (must align w/joists) 1 ll 1 41y, ' 4ScaD PROF( otx4-- 9 y938�\ Tim Covert P.E. �--" Structural Engineer CREGON 1750 SW Skyline Blvd #221 "°zY22.01' S3 Portland, Oregon 97221 14ll col RENEWS 12-31-15 0__ 0 irt I7.... ____ ......_ r... _ _. _. _. _. _ _.] 1 I "Effective" footing c_i_______[__ I _ ( lines. See (F1) and (F2). � � e • 1/2" plywood 2x6 studs at 16" o/c I P.T. 2x6 sill plate w/ 1 r._ _ _ _____ _..... ____ _ -„ e 5/8" dia Expansion Bolts 1 at48" olcw/ 3" sgnarex ' " plate washers. Embed 3-3/8" l I Existing 6" concrete (minimum). slab-on-grade w/ mesh lip 1 7 1 1 over 6" gravel base. 3:1 1 i Existing 6" concrete � ', slab-on-grade w/ mesh I�( I1 over fi" gravel base. x -_ ,� — X J. I J - — _ s.` e - . • - . .4h r ` el , Lf ..- ,, ' a / / / / / / / � / / / / / / 1 Note: See Rogers Machinery's SPECIAL INSPECTION drawings for all horizontal dimensions. REQUIRED FOR Bearing Wall Height = 8'-0" v C T U R a EXPANSION BOLTS. ,t4 5 ,a9 PROF( r v IxzE\ OG 9 Tim Covert P.E. �� Ce."'--rr--k\ Structural Engineer OREGON 1750 SW Skyline Blvd #221 'tz>22.,9it S5 Portland, Oregon 97221 TiM coo RENEWS 12-31-15 TO(CAL 'RROT1 0 q cE `CI o1..) : . . 4—"--19--F-C, s'Al- ..: __, „.... . ,., i 44fi 1/2" plywood SHEATHING SCHEDULE: ROGERS MACHINERY CONFERENCE ROOM 2x12 studs at 16" o/c Floor Sheathing: 3/4" plywood (48/24) or APA rated sheathing • With 10d corn nails at 6" o/c all panel edges P.T. 2x12 sill plate w/ And 10d corn nails at 10" o/c field. 5/8" dia Expansion Bolts (Edges may be unblocked for shear) (285/215) at 48" o/c w/ 3" square x 1/4" plate washers. Embed 3-3/8" Existing 6" concrete (minimum). As shown. ALL Walls: 1/2" plywood (32/16) or APA rated sheathing slab-on-grade w/ mesh (Typical) With 8d corn nails at 6" o/c all panel edges over 6" gravel base. 1- 1 l And 8d corn nails at 12" o/c field. ) . 1 All edges must be blocked. (260/365) I -7.-- 17- l'- _,,, _ ( it Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8" dia Expansion Bolts at 48" o/c. x '� � i ''z- � (Typical) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. Simpson "Strong-Bolt 2" okay (embed 3-3/8" min) , SPECIAL INSPECTION REQUIRED. A . A ` t. I' t ij • . - ,e1 / --I —÷ SPECIAL INSPECTION REQUIRED FOR g 0 C T p R EXPANSION BOLTS. 5����p PROFFs� t Ct rz �p A• 93a - Tim Covert P.E.. �_ -- Structural Engineer OREGON 1750 SW Skyline Blvd #221 ve'`'22.011 S6 Portland, Oregon 97221 14/ CovV:s. ' RENEWS 12-31-15 0 - - -� V5 Ce De- -AtL Ck., 47 At 0TO fl�ig.c.t S N Y SYit 4!' i r ' �j 0 2-0 �r - Existing zee-purlins 2, LI ' — (l i 6.4' _^R:L kPy_-N II Butler Mfg. '• TY�• CONFERENCE ROOM ire- 21�YX1r-3- .. ......4....w.L atr\ ---✓ (2) #12 screws i /r —�r .. Existing gee-purlias i into top track ' ® � Butler Mfg. (2) # 2wlf-tapping p 4' typical. 7' S -0 o/c i27-0• T 1 ' j-T screws into pur!!n 04 i T-7314. ) - typical. T m ._ . . l5 ° / i Brace angles: 1. �C Alternate sides o•-s• 0' Q. (every-other). It Cope vertical leg of angle: : Of CO Bend to horizontal &vertical I . I Brace angles: BREAK ROOM(leg length = 3-in") L2 x 2 x 9/8 a �' XY-3 AST11il A36 Max length = 6 ft. r 'k Max angle (from --- - P a-2 ira horizontal) = 30 degrees. i 3'2 3/e• L tt1' ,r><. 0 Note: Use angles I , L2-i/2 x 2-9/2 x 3/16 Y, for brace lengths I -( .. -.ia'.6... . I 7-0• _ up to8ft(max). L\ } � 1/' ,. UPPER LEVEL PARTITIONS Steel studs at 16" o/c. c,o_0 PROFFs�,t Minimum size: yg3g lBRACI NG P a LAN A €p Covert P.E. 3-112" x 9-318" x 20 gage - w/ flange returns. 7`-�o GON STEEL STUD PARTITION - uctura! Engineer i7=7a SW Skyline Blvd #221 'z<,-22.j9,-, WALLS: SEE DETAIL (X). S7 Portland, Oregon 97221 1i4/ co\I -° TYPICAL. • RENEWS 12-31-1S S-i-og L ;iu i De--z",4( L s Y f (.1, . Existing zee-purlins 0 ' I ButlerMfg.v'-0" o/c Cont. horiz. steel hat-channels at 30" /` Steel studs at 16" o/c. • max o/c. Minimum size: (2) #12wlf-tapping �� ,� screws into purlin 3-1/2" x 1-3/8" x 20 gage Steel wall panels: w/flange returns. typical. 1\ By others. Max j ; � /� Cope vertical legof angle: weight= 2 psf. " 1/2" (min) gypsum wallboard �t �� r (2) #12 screws 0 �— Bend to horizontal vertical \, i (leg length = 3-1/2") into top track J -Ni›,,,,,,,,,,, typical. �\ Brace angles: C.N---. Fasten track to floor �� 0 L2x2x1/8° ASTM A36 wl#12 screws at 13" o/c. 3o Max. Brace angles: Max length = 6 ft. °t Typical. Alternate sides '-i Max angle (from (every-other). 1 1 horizontal) = 30 degrees. Continuous , Fasten tracks to each stud I Note: Use angles top & bottom �4 5flange w/#12 self-tapping 1 L2-1/2 x 2-1/2 x 3/16 tracks: 20 gage screws, typical • .<>I for brace lengths deep leg tracks. , _nt H upto8ft (max). 0f f\---1 i Note: Provide DOUBLE STUDS ,it. u ° T a R each side of windows, typical. 0.i t 4 1 �c,EO PROF£s�, \SyG INE�Oy y (41 - 31j-.__ OREGON - Steel studs at 16" o/c. �UCY 22.‘911 S8 Minimum size: t, c13v0-� - 3-1/2" x 1-3/8" x 20 gage RENEWS ,z-. -1s wl flange returns. ale - -, .. ....) ��AGe d c Ac'(:-__% 0 .L PuRuWs) 13 R C( t T A( (_ : (. LC_ _L Pu MA �ls) ti?) Existing zee-purlins f ____, ,,,_ I 12 Butler Mfg. O Existing zee-purlins — . Butler Mfg. 5'-0" o/c ..ems I Alanim (2) #12 self-tapping Brace angles: Alternate sides Continuous screws into purlin (every-other). O top & bottom typical. tracks: 20 gage �O// � deep leg tracks. t, i__.„... a.3 Zi , 71 Al IN- - _ _ -- - - — — 7 (2) #12screws Cope vertical d into top track I s leg of angle: typical. Bend to horizontal Brace angles: L2 x 2 x 1/8 (leg length = 3-112") O ASTM A36 A Max length = 6 ft. Max angle (from a horizontal) = 30 degrees. .?-... ...A. Steel studs at 16" o/c. -�� Minimum size: -"�^- �-- 3-112" x1-318" x20gage (11I-L" w/ flange returns. Steel studs at 16" o/c. Minimum size: 3-1/2" x 1-3/8" x 20 gage w/ flange returns. y3 Note: Use angles g u c r U R L2-1/2 x 2-1/2 x 3/16 5� 'c ��ED PROFFs�, for brace lengths v�S ,otxe iy up to 8 ft (max). �/ ya3a1�l Tim Covert P.E. �� �� Structural Engineer o Gorr 1750 SW Skyline Blvd #221 u�, sg 22.191, Portland, Oregon 97221 Ti,il covERj RENEWS 12-31-15 TABLE 2304.9.1-continued FASTENING SCHEDULE TABLE2St14.9.1 DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER''°" 'S1F:"4°It ., FASTEN INNG SCHEHEDULE " DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER'b.` SPACING Walls - _ Root 16d common(31/2"x 0.162");or 24"0 c.=faoe,: 3-8d common(21/2"x 0.131");or 8 Stud to stud(not at braced wall panels) 10d box(3"x 0.128");or • Blocking between ce,gi�ling joists or rafters to top 3-10d box(3"x 0.128");or At each end,toe nail 3"x 0.131"nails;or 1.6"o:c: ce`iit it • plate or other framidg below 3-3"x 0.131"nails;or 3-3" 14 gage staples,T/16"crown 1 3-3" 14 gage staples,T/t6"crown 16d common(314"x 0.162");or 16"o.c.fadz'nail. 16d common(31/2"x 0.162")at 16"o.c.;or 9 Stud to stud and abutting studs at intersecting 16d box(3'/2"x 0.135");or Flat-blocking to truss and web filler 3"x 0.131"nails at 6"o.c.;or Face nail wall corners(at braced wall panels) 3"x 0.131"nails;or 12"o.c.face nail 3"x 14 gage staples,'/16"crown at 6"o.c. 3-3" 14 gage staples,'/16"crown 3-8d common(2'/2"x 0.131");or 16d common(31/2"x 0.162");or 16"o.c.each edge face nail 3-10d box(3"x 0.128");or 10 Built-up header(2-inch to 2-inch header) 2 Ceiling joists to top plate 3-3"x 0.131"nails;or Per joist,toe nail 16d box(31/2"x 0.135") 12"o.c.each edge face nail. 3-3" 14 gage staples,7/16"crown 11 Continuous header to stud 4-8d common(21/2"x 0.131");or Toenail 4- 10d box(3"x 0.128") Ceiling joist not attached to parallel rafter(no thrust), 3-10d common(3'/2'x 0.162");or 4-l Od box(3"x 0.128");or 16d common(31/2"x 0.162");or 16"o.c.face nail 3 laps over partitions(see Section 2308.10.4.1 and 4-3"x 0.131"nails;or Face nail Table 2308.10.4.1) , " 12 Top plate to top plate' lOd box(3"x 0ls;or ;or 4-3" 14 gage staples, /16 crown 3"x 0.131"nails;or 1.2"o.c•face nail 3" 14 gage staples,'/16"crown Ceiling joist attached to parallel rafter(heel joint) 4 (see Section 2308.10.4.1 and Table 2308.10.4.1) Per Table 2308.10.4.1 Face nail 8- 16d common(3'/='x 0.162");or 12- 10d box 3"x.0.128") or Face nail on each side of end 3-10d common(3"x 0.148");or 13 Top plate to top plate,at end joints joint(minimum 24"lap splice 4-10d box(3"x 0.128" •or 12-3"x 0.131"nails;or length each side of end joint) 5 Collar tie to rafter " )' Face nail 12-3" 14 gage staples,'/36"crown 4-3 x 0.131 nails;or 4-3" 14 gage staples,'/1,"crown 16d common(3'/2"x 0.162") 16"o_c.face nail 3-lOd common(3"x 0.148") or 14 Bottom plate to joist,rim joist,band joist, 16d box(31/2"x 0.135");or 3-16d box(31/2"x 0.135");or blocking(not at braced wall panels) 3"x 0.131"nails;or 12"o.c.face nail 6 Rafter or roof truss to plate or other framing below 4-10d box(3"x 0.128");or Toenail' 3" 14 gage staples,'/16"crown (see Section 2308.10.1 and Table 2308.10.1) 4-3"x 0.131"nails;or 2-16d common(3'/2"x0.162");or 4-3" 14 gage staples,'/16"crown 15 Bottom plate to joist,rim joist,band joist or 3-16d box(31/2"x 0.135");or- 16"o.c.face nail 2-16d common(3'/2"x 0.162");or blocking at braced wall panels 4-3"x 0.131"nails;or 3-10d box(3"x 0.128");or 4-3" 14 gage staples,1/26"crown 3-3"x 0.131"nails;or End nail 4-8d common(2'/2"x 0.131");or 3-3" 14 gage staples,1/2,"crown 4- 10d box(3"x 0.128");or Toe nail Roof rafters to ridge,valley or hip rafters;or,roof 2-16d box(31/2"x 0.135");or 4-3"x 0.131"nails;or 7 rafter to 2-inch ridge board _4-3" 14 gage staples,'/16'crown;or g 3-1Od common(3"x 0.148");or 16 Stud to bottom plate 3-16d box(31/2"x 0.135");or 2- 16d common(31/2"x 0.162");or 4-10d box(3"x 0.128");or Toe nail 3- 10d box(3"x 0.128");or End nail 4-3"x 0.131"nails;or 3-3"x 0.131"nails;or 4-3" 14 gage staples,7116"crown 3-3" 14 gage staples,'/t6"crown 2- 16d common(31/2"x 0.162");or 17 Top or bottom plate to stud 3- lOd box(3"x 0.128");or End nail 3-3"x 0.131"nails;or 3-3" 14 gage staples,'/16"crown 2- 16d common(31/2"x 0.162");or 18 Top plates,laps at corners and intersections 3- lOd box(3"x );or Face nail nails;3-3"x0.131" Or or 3-3" 14 gage staples,'/,6"crown 2-8d common(2'/2"x 0.131");or 19 1"brace to each stud and plate 2- 10d box(3"x 0.128");or Face nail 2-3"x 0.131"nails;or 2-3" 14 gage staples,'/1,"crown • 20 t"x 6"sheathing to each bearing 2-8d common(21/2"x 0.131");or Face nail 2-10d box(3"x 0_128") 21 1"x 8"and wider sheathing to each bearing 3-8d common(2'/2"x 0.131");or Face nail - ' Tim Covert P.E. 3-10d box(3"x 0.128") Structural Engineer ` 1750 SW Skyline Blvd #221 Portland, Oregon 97221 TABLE 2304.9.1-continued FASTENING SCHEDULE TABLE 2304.9.1-Continued • DESCRIPTION OF 1 a" 111frERMED1A't1= REM BUILDING MATERIALS DESCRIPTION OF FASTENER• EDGES(inches) i ul'Pt51i'S FASTENING SCHEDULE (inches) DESCRIPTION OF BUILDING ELEMENTS • NUMBER AND TYPE OF FASTENER SPACING Floor - Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to frotriin9 (xl common or deformed(2"x 0.113")(subfloor and wall) 6 12 3-8d common(2t/2"x 0.131");or 6 12 3-10d box(3"x 0.128");or Toe nail 8d box or deformed(2'/2"x 0.113") 22 Joist to sill,top plate,or girder 3-3"x 0.131"nails;or 6 12 23/3"x 0.113"nail(subfloor andwall) 3;3" 14 gage staples,7/ "crown .. ' 8 g g P is 31 /a - /2" 13/3" 16 gage staple,t/,6"crown(subfloor and wall) 4 8d common(2'12"x 0.131");or 8 Rim joist,band joist,or blocking to sill,top 10d box(3"x 0.128");or 23/3"x 0.113"nail(roof) 4 23 6"o.c.toe nail 13/" 16 gage staple, "crown(roof) 3 6 plate or other framing below 3"x 0.131"nails;or 4 g g P to 3"14 gage staples, /tb crown _ 8d common(21/2'x 0.131"),or 6 12 2-8d common(2'/2"x 0.131");or Face nail3/3" 6d deformed(2"x 0.113") 24 1"x 6"subfloor or less to each joist 2- 10d box(3"x 0.128°') 32 t9/ "-3/" lza 23/3"x 0.113"nail;or • 4 8 25 2"subfloor to joist or girder 2-16d common(3'/2"x 0.162") Blind and face nail 2" 16 gage staple,'/16"crown 26 2"planks(plank&beam-floor&roof) 2-16d common(3'/2"x 0.162") At each bearing,face nail 32"o.c.face nail at topand bottom 1Od common(3"x 0.148")nail;or 6 12 20d common(4"x 0.192") 33 2/a"-1 t/4" 8d(2'/2'x 0.131")deformed nail staggered on opposite sides lOd box(3"x 0.128");or 24"o.c.face nail at top and bottom Other exterior wall sheathing° 3"x 0.131"nails;or staggered on opposite sides t c 1`/2'galvanized roofing nail,2/16"head diameter;or 3 6 27 Built-up girders and beams, 3" 14 gage staples,r/,b"crown 34 /2"fiberboard sheathing 1'/4' 16 gage staple,t/tb"or 1"crown 2-inch lumber layers And; 6 n ll/s' nail,'116"head diameter,or 3 2-20d common(4"x 0.192"),or 35 25/J2'fiberboard sheathing 1`/2" 16 gage galvanized roofing staple, 1"crown 3-10d box(3"x 0.128");or Face nail at ends and at each splice • 3-3"x 0.131"nails;or Wood structural panels,combination subfloor underlayment to framing 3-3" 14 gage staples,2/1b"crown 8d common(2V,,"x 0.131");or 6 1 36 3/4"and less 6d deformed(2"x 0.113") 2 3-16d common(3'/2"x 0.162");or 1 4-10d box(3"x 0.128"),or At each joist or rafter,face nail 37 '/»-1" 8d common(2'/2"x 0.131");or 6 2 28 Ledger strip supporting joists or rafters 4-3"x 0.131"nails;or a 8d deformed(2`/2'x 0_I20")naiI 4-3" 14 gage staples,'/16"crown t 10d common(3"x 0.148"),or 6 2 3-16d common(3'/2"x 0.162");or 38 1/3"-I /3" Sd deformed(2'/2"x 0.131")nail 4-lOd box(3"x 0.128");or End nail panel siding to framing 29 Joist to band joist or rim joist 4-3"x 0.131"nails;or r 1 4-3" 14 gage 7/ "crown i 6d corrosion-resistant siding(1'/e"x 0.106");or 6 2 g gstaples, to 39 /2"or less 6d corrosion-resistant casing 2-8d common(21/2"x 0.131");or l 2-1Od box(3"x 0.128") 8d corrosion-resistant siding(23/a"x 0.128");or 6 2 30 Bridging to joist 2-3^x 0.131"nails;or Each end,toenail 40 5/2 8d corrosion-resistant casing 2-3"14 gage staples,746"crown I Interior paneling 3 6 1 4d casing(1'/2"x 0.080");or 1 41 /a 4d finish(1'/2'x 0.072") 3 6d casing(1"x 0.099");or 6 2 42 /a 6d finish(panel supports at 24") For SI: 1 inch=25.4 mm,1 foot=304.8 mm, I mile per hour=0.447 m/s;I Ksi=6.895 MPa. a. Nails spaced at 6 inches at intermediate supports where spans are 48 inches or more.For nailing of wood structural panel and particleboard diaphragms and shear walls,refer to Section 2305.Nails for wall sheathing are permitted to be common,box or casing. b. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications.Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel,unless otherwise marked). in accordance c. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule and the ceiling joist is fastened to the top plate with this schedule,the number of toenails in the rafter shall be permitted to be reduced by one nail. Tim Covert P.E. Structural Engineer Y 1750 SW Skyline Blvd #221 • Portland, Oregon 97221 REROVA3LE / B'-b GUARDRAIL / C 1o41 TO CENTER OF COLJMNS ARCHITECT NOTE THAT TERMINATION OF ^ _ V r 4ANDRAIL INTERFERES WITH -0' e T-P.RAIL POST-O , / LANDING ACCESS I� STRINGER.CENTER ri7////////////.�/%H////�f///�ibS////////% // GUARDRAIL e11 his POST ON sTR11JCsER Y J 0 A A e' v ' ® Y}_^_Q^J FLOOR -,-,--r'� "1 SIYIR LGNGRG /— - ,Iiii(h 15 TREADS.N.. 13'-9' S'-3' .4,� g 6 a � m�. WAIMMIENIIIIIIIMIL_,0i. .11 1 GOLuriNs / 0 19'O,G IEBAR�FRAME A55T. , STAIR A55'Y. a STAIR PLAN e FIRST FLOOR ( 1o1A ) .RS4;LdJR 5.'. ... .... .'1T•, . i i 102A ) SCALE:3re'•I'-0- e STAIR SECTION O STAIR SECTION SCALE-3/S'•1'-0' B e 21. 1 a'A STD.PIPE 14iv STD.PIPE III. /IIii IA (l9y P OD) im .r 17; —_ - ��/ (BY OTHERS) 1• IG'v © Itiliguipliimploill J 7/ II= :1 DBENT i.1 � I' y/ W'vz Ocim ,_.111ng=h1 1MN IM1111ii - 0 N O WAGNERNa 341E WITH 12=,/QlO J f1196G x LTZ i LAG BOLT m O/11J 'd 0EI N 15-READS•II'• 13'-S' S'-3' 2'-2' B 1' 10 LANDING TA u IO'-i0i' MI e RAIL DETAIL dill SCALE:IF,••I' MM W Ai STAIR PLAN 9 SECOND FLOOR ® IIIN MU MEV B'4x4 TOE RLATE 1 I . -_-- EI GUARDRAIL a e RAIL SEGTI ----- -�- - HOVE DOOR GN _ -- p RAIL SECTION VER FYEOR a ' C H SCALE:III'•I'-O' ® -_- SCALE.IN'.1•-0' e /,,ryp111 EI © O mg FHD{fro 1 HANDRAIL y �1� 1�... aau .� ...4.4z. _ v ll~' qqp ib cv.zoi �GCA So L I CAP EAb WITH(2)R'6'e �'� 1-153 x 0'-P41(A3152 9 .C_ 1 T'I1\ d w 6 D' p /t-o COLS A 161245 ISSUED FOR APPROVAL 20 II', L= FRAME ASS'T. .� REVISION DATE DESCRIPTION tEl 6'CpG SLAB / ) REF.DWD9: VTC.NRC EQON OF TEDDITA WII0N8.DETAILS,AND u;b'O/C 1:£dlR `101AETC.ARE REQUESTED WHERE INDICATED.IF �v �i; EACH VERIFICATION IS NOT NOTED OTHERWISE IT WILL BE PSSUMED TO BE CORRECT AS SHOWN ' L L +;� SLE2 V E1SHOP ATTACHED PROJECT: ROGERS MACHINERYSW?SNO COMPANY,,INC. SLEEVEC12x SHOP ATTdOHED 1RTL 1 REGON ST2 TO 02x101 PORTLANO,OREGON 9T1I4 THIS DWG.INCLUDES: STAIR MANSARD DETAILS L3x3x4.x0'-b' 14-II} -. ARCHITECT: mi Q)'h'F Ex?.ANCHOR END If. CONTRACTOR: SR ANDERSON 1r B4s A5'x 0'-5'MTH x0'-4 x'AT S'ON(3'h'NIN.EMBED) � SiSA:R SECTION (41 TI x5h ExP.ANCHORS PH:5036B0.1930 f (HILYI KB-T2) ��// IHRTi KB-TL)TYP. EI SGALE.3/B• I•-®• �1 REMOvABLE RAIL vEGTION ISMS SE SAHEBS FERRY RD BORING OR 9TW9 Fan:503480-1628 -/ EI 9CPLE:Ik'.I'-0' Fab P9r.50Sd3186W • FN D,. DtLD U15 O_ 2015 ��• ` 940 100 /A\ DILL 'Jr' IVIM I CRIML B 28 H ITEM OTY. PMnaK ITEM DESCRIPTION FT NGITN REMARKS WT. 1, 10IA 2 LANDING FRAME "� .3j 3' II 3' 32 \ a 1 I� vva 111 4 al01 H553x3x3/16 1 1014A500-GR5 2 b101 H553x3x3/16 8 II We. 4500-GRB 1111111: — — — — — — — — � � 4 c101 HSS 3x3/16 4 5 A500-6RB n n 4 P1 i20x9 0 9 A30 4 P'1 1E3ra x 61�z 0 9 A36 P2 III 4'-3' (KEEP HOLE-HOLE) ill P2 P2- X P2Aim A FIELD BOLTS \ / 16 3j4'0 EXP. ANCH. 0 51�2 HILTI KS-TZ \ / rYX 3fb V \ / � / \ / CO BOTH \ SiDE'. S TYP. �e— \ c10I \ / mG \ / \ / r—ICO / _Q 1 TYP. 3(a V , / f {V � // X Am BOTH g DES e Al p:s\ .—a101 X TYP. �(e ., •`� 01 m X b101 ill / iI ty,6p?Ro a / N{= iom I . a a 2a45 / 4 31. arms Nr / / \ 1 .BI $' \ . �'� // \,\ DETAIL bi 0t (2 - H5S3x3x%,x 8'-II916') / c101 \ A A —1 / \ A 10-12-IS ISSUED FOR APPROVAL DATE DESCRIPTION / \ I REVISION FABRICATION NOTES a MATERIALS WELDING REQUIREMENT PAINT k, HOLES _ Wlde Rage Shapes:A992-GR50 Welding per.AWS D1.1 No Painl U.N.O. PI An Other Shapes 5PL's: 3tM5—9 Electrodes:AWSA5.1 or A5.5 isCSTD. / PI Tube Steel:A500•GR CLASS E70K7( BADE B PRIMER U.N.O.X Steel Ppe:A53 G SURFACE PREPARATION Ha dipped 5 galvanized 48 °that 3' 3' 3. 3. I PI r P REF.DWGS.: VERIFICATION OF DIMENSIONS.DETAILS,AND \ \ a / E ETC.ARE REQUESTED WHERENOTEDCATED.IF (// EACH VERIFICATION IST NOT NOTED OTHERWISE " IT WILL SE ASSUMED TO SE CORRECT AS SHOWN. le' , s 3 A �, -� a`' - ,-I-1 PROJECT: ROGERS MACHINERY SW COMPANY,E INC. f Z. -F —_--1}.i_---14_—_—_ — .,_-�_+_—_—w_—_ _ PORTLAND,OREGON 97224 Ma •_I-_j 1 4 j----i s THIS DWG.INCLUDES: STAIR DETAILS a a ARCHITECT: DETAIL G 1 0 1 42 142' 42' 41' CONTRACTOR: SalANDERSON (4 - H553x3x3�x 4'-5") XI SECTION A-A CUSTOM 18625 SE BAKERS FERRY RD PH:503630-7990 BORING,OR 91009 Fax:5 0 37-2 3 Fab Pgr:503-2-237-2600600 - 2 - LANDING SUPPORT FRAMES - 1014 A we.. ,2 awo.O GG � E VD mSRuLnCClIG C 940 1�1 /^v .7,70.c1.,2015 nm Oct,2015 ITEM QTY. ITEM DESCRIPTION NC'N REMARKS WT. h102 c102 r 102A ONE STAIR FRAME 8102R (BELOW) 1/1 a102R/. Cl2x20.1 16 3%, \_\ i I b102 Cl2x20.1 5 313/fb �� I k102 Cl2x20.1 5 Piq - 7-n v. __ - #1_---'" _ . ��-_ #-1 3 c102 I-1S321L'2x21"2x3/16 5 8 I t ._S.I r��l ., •,r �yL. _. 3 d102 IEI�4 x 21�2 5 21/2 _a !� / 2 P3 L3x3x1i4 0 8 �P3 P4 �(3ELOOW)�= p4/ 4 P4 FE34 x 6�2 0 9 BELOW 1 I e102 Cl2x20.1 5 3%. (BELOW) (BELOW) 1 I r102 i21/2x4 5 51%, e a s e o n<I e + ,' �e s „bs. a?;: x v I e 341111.11 15 g102 TRACTION TREAD 4 6 g� g I;; II FI € f` ili 18:11 &, ,3 ' ,, 3 i 3 60 '6'� MB 0 I 4301 9 - ; -' ' 5 h102 TRACTION TREAD 4 10 N , g ,� I e' . g d,,%gg , �,, e 1. $ Ia FIELD BOLTS ONION 3 d 'E �; $t a� �, �i3 P:; �ti ko� 8 a �. I 4 11,2', EXP. ANON. 0 41i2 HILTI KB-TZ 12 8 5%'4, HSB 0 1 3/4 4325 4'-II}' I---\\,,1 --WO? /`P3 I 4/BELOW - _ T-_T� 1 -___ lit, T_ =1�1 4'-10' 3' BELOW /! i- 1 11 9 I�r_,_ 1 Ii Y t__ WELD GRATING TO - _. _ - - _ �__ SUPPORT AS REQUIRED BOTH ENDS P4 b102 (I5 TOTAL) aIO2L = BELOW) P4 _LEA G(BELOW) 1 IS TREADS o II' 13'-9' I 5'•3' I / I� 'I�I CLOSE END OF STRINGER I'' L. ' q. I I}'. 4'-IZ I y I# g Q WELD ALL AROUND t II r GRIND SMOOTH,TYP. , r102 f ■_ _Ii--- nl - :I le:_ : _ ,._ ,._ GP .- , - - - _ - I P4 iYP. W6 I P4 GRIND O �, A� I I 4� 4'-3'(KEEP) 'TTe SMOOTH j' t� TYP. G /'/ r _ - J - n,. j'I•---®I l' I ® eI021 - SECTION C-C /%' (ROTATED 90') %. 3 3'� 3'-1}' �,mi —®' TTP. P4 36 /,� ®I P4 TTP, 3(e D q��t1E W` "opP ale 4 a!j M a b -,-, �' (,-3o—lA co MO2R j' ®1 SHOP DRILL THIS HOLE to % FOR TREAD PLANK AFTER II' ___ STRINGER JOINT WELD / j�I ®I 15 COMPLETED 1 /% b02 e j' -- A 10-12-I5 ISSUED FOR APPROVAL 6r '/F ®I D P. 1 0 / "' REVISION DATE DESCRIPTION w A m / h') ''I _ _ FABRICATION NOTES - __ '��e m1 y ' ____= MATERIALS WELDING REQUIREMENT PAINT HOLES Al-al j, 12 aIO2L Wipe Flange Shapes:A992GR50 Welding per.AWS D1.1 No Paint U.N.O. e__—IT. 1.4 Other ShapesB PL's:A36 EleOrodes:AWS A5.1 orA5.5 1sk STD. j / ' Tube Steel:A500-GR6 CIASSE7020( PRIMER U.N.O.X �, T I Y / Steel Pipe:A53 GRADE R SURFACE PREPARATION Hot clipped I 3l:>i-12 1 Y galvanized ,� � - -ml / �P4 3fe I-12 Pq Omer -'j' 3'3' 3'-1 3'13' REF.DWGS.: VEWFICATION OF DIMENSIONS,DETAILS.AND //h' ®I TREADS 4 LANDING: / Ili El ETC.ARE REQUESTED WHERE INDICATED.IF EACH VERIFICATION IS NOT NOTED OTHERWISE '% TRACTION TREAD PLANKS,12'WIDE x 2'THICK,II GA MATERIAL IT WILL SE ASSUMED TO BE CORRECT AS SHOWN, .,'%- WITH 49'0 BUTTON HOLES AT STD.PATTERN. PROJECT: ROGERS MACHINERY COMPANY,INC. —P3 .'-e-- ®I ATTACH TREADS TO STRINGER WITH(4)49'0 MB x 0'-I'. NUE W72NDAI4650S VE ATTACH LANDING PLANKS TO LEDGER ANGLES WITH(4) PO 14650 OREGON 97224 ''/ 'J'CLIPS,INSTALL(I)MID-CLIP AT MIDDLE OF PLANK THIS DWG.INCLUDES: STAIR DETAILS 11.— —®j AS PER MANUFACTURER RECOMMENDATION. ARCHITECT: �'- SECTION A-A VIEW B-B CONTRACTOR: SM ANDERSON Driiille4CUSTOM 18625 SE BAKERS FERRY RD PR:503L30.7990 Art fir, 4111 BORING,OR 97009 fax:5034630.7888 Fab P9r.513-237-2600� are rYP. ONE STAIR FRAME A8BLY - 102A DB u- GIG �eL•a 940 1�2a /A 2} 5' WORK THIS DRAWING WITH DRAWING 102b ems, 9rEt x x w,re: Dc4.1015 w.rt:Od.,2015 516 P-6a' 2'_lq. 3'-S 4-3j� 5'-916' 6'_103' T-Ile' 9'-016' 10'-Ily' II' !2'-38' 13'-416 14'-5'6 15'-68 'w2 / 41. I ea J sL v ,.•�\--- 0' 116' 33g L 85. . /----'/ I_�8. 22, 3,_21— 4,_3 5,_4e. 6,_5 . T_6g, 8, l�. _ 9,_8 . 10'-9{' II'-10 12'-II�' 14'-0' 15'00 I-2 / ____. _____:. 33' RD `'-31e / 16'-32 DETAIL a1o2R/L A n I (I/I - Cl2x20.1 x 16'-39'ie 7 LA_ DETAIL el02 CUT TOP FLANGE (I - Cl2x20.1 x 5'-3195e') AND GRIND FLUSH TYP. 1 11r',yJI 14: 5-516 ",/2I3 / 53' ' 2, 4 ' 2'-4IIL, r, Ate (66 c102 IIIIIMMIIMIIII n\ l ill DETAIL f102 iiikliMAIIIIII _ -- (I - R?Ih x4 x 5'-5'si(e') 01102 TYP. 9(e Aost er PNII� 5i,1 2'_93' 5'-la,' � u / 4 6 I I °III" 4T .cr IL L4 I I I G-g0'"LA. • DETAIL b102 A 10.12-15 ISSUED FOR APPROVAL x '° °°'° °° (I - Cl2x201 x 5'-39(6') REVISION DATE DESCRIPTION rw FABRICATION NOTES l MATERIALS WELDING REQUIREMENT PAINT HOLES DETAIL g102 U.N.O. WMe Flange Shapea:A992-CiR59 Welding per.AWS 01.1 No Paint (15 - TRACTION TREAD 12' x 2' • IIGA) Other Shales 8 PL's:A36 Electrodes:AWS A5.1 orA5.5 Tube Pipe::teel B CLASS E70XX PRIMER U. O.tslc STDU.N. X O S Pipe;A53 53 GRA GRADE B 4•10 Hut aSPPed SURFACE PREPARATION galvanized Other REF.D WGS.: VERIFICATION OF DIMENSIONS.DETAILS,AND E I ETC.ARE REQUESTED WHERE INDICATED.IF EACH VERIFICATION IS NOT NOTED OTHERWISE IT WILL SE ASSUMED TO SE CORRECT AS SHOWN. iiiiiiiiiiiiiiiii PROJECT: ROGERS MHINRY MPANY,INC. 0 14650AC SW 72N0E AVENUE PORTLAND,OREGONCO 97224 THIS DWG.INCLUDES: STAIR DETAILS ARCHITECT: CONTRACTOR: She ANDERSON CUSTOM 18625 SE BAKERS FERRY RD PH:503-630-7990 _. 4, BORING,OR 91009 Fax 503-630-7888 _ DETAIL 1-1102 Fab P9r.503-277-2600 r (5 - TRACTION PLANK 12'x 2' - IIGA) os.wsv: DB uwv.m: GC. �$WORK THIS DRAWING WITH DRAWING IO2a OR DETAILING uc we. Oct,2015 wn:OcL,2015 nream.teEEmm 940 102b A CLOSE END ITEM QTY. ARK ITEM DESCRIPTION LENGTH REMARKS WT. GRIND snooru I03A ONE STAIR FRAME J — — ----------- J`— — L/F I1/4.0 STD PIPE 101 ±0 tr_ s 5 P5 5/a.0 ROD 0 33/4 DENT sri, b yew, m \ \ 11/4'1'STD PIPE \ \ \ 3'/�. (IAy'b O.D.) \-\ \ \ \� \-\ TYPICAL lit \ \ I \ A .j _ /d�j1 p PSI4' , -3'-',/#' ea 1 j7N47` \ \ \ 11 \ \ 11 to %pk% , , , '\, , , ' ,:T, , , , , 3* I \ \ \ \.\ \, \ _ SECT. A-A a>'"�-o•'3!' T 3/S3`8 A \`\ \`\ a.\ \.\ \- Cs'�^14. \ M \ '� a -- \- \ . \ \ `\ \ A 10-12-15 ISSUED FOR APPROVAL . \ '\ REVISION DATE DESCRIPTION \- 0 FABRICATION NOTES MATERIALS WELDING REQUIREMENT PAINT \ HOLES Wide Flange Shapes:A992-GR50 WeldIng per.AWS D1.1 No Paint U.N.O. \ `j---- % Other Shapes B Pt's:A36 Electrodes:AWS A5.1 orA5.5 0 3 \-\ Tube Steel:A5D0-GR 9 CLASS E70%% t E STD. Steel Pipe:A53 GRADE B PRIMER U.N.O.X iti ,,, SURFACE PREPARATION Ndipped galvanized Other STAIR NOSING LINE iik. REF.OWGS.: VERIFICATIONARE RREQUESTED DIMENSIONS.HERE INDICATED. ND IF El ETC.ARETONWHERE OTED.IF EACH VERIFICATION IS NOT NOTED OTAS SHOWN. WILL SE ASSUMED TO BE CORRECT AS SHOWN. \ RETURN HANDRAIL PROJECT: ROGERS MACHINERY COMPANY,INC. A POST,WELD ALL AROUND <GRIND 14650 SW 72RE 7E SFIOOTH PORTLAND,OREGON ON 97224 3,-/g, THIS DWG.INCLUDES: STAIR DETAILS ARCHITECT: 3.-42' 3'-49. 3'-41' 3'-41' II' f fbb CONTRACTOR: SM ANDERSON CUSTOM 18625 SE BAKERS FERRY RD P14:503630-7990 . 4, BORING,OR 97009 Fax:503-630-7888 Fab Pgr.5034374500 S ONE - STAIR GUARDRAIL ASSEMBLY - 103A »nr e Oct.2 15 oe. Oct,2015 oBo 940 103 A I I 2 I 3 1 4 I- 5 I 6 I 7 I 8 1 9 I 10 I 11 I 12 I 13 I 14 1 15 I SB I 17 I 18 I 19 I 20 J I\ J • rkj Rogers Machinery P61 E Remodel Mechanical Exhaust Venting H H MEN'S RESTROOM o- G WEATHER PROOF G HOOD DAMPERS (TYPICAL) MEN'S LOCKER ROOM WOMEN'S RESTROOM Cc .41= F F EP <= limos _... EXHAUST FANS E E 4"RIGID DUCTING(TYP.) F&I BY ELECTRICIAN ROUTED TURN WALL CONTRACTOR OF METAL BUILDING 120 CFM MAX. D ° EXTERIOR P.E.M.B.WALL D ARJAE SHEETMETAL, INC., 10-2015 D 8545 S.E. McLOUGHLIN BLVD. MILWAUKIE,OR 97222 ARJAE SHEETMETAL, INC. 503 231-7717 — — CCB#:60835 Exhaust Fan Plan M1 B MECHANICAL EXHAUST VENTING ALL DIMENSIONS ARE IN INCHES. B PROPRIETARY THIS PRINT IS THE PROPERTY OF ROGERS MACHINERY CO. AND IS LOANED SUBJECT TO RETURN UPON DEMAND.TITLE — TO THE SAME IS NEVER SOLD OR TRANSFERRED FOR ANY REASON.ALL RIGHTS RESERVED TO DESIGN OR INVENTION. REPRODUCTION OF THIS PRINT PROHIBITED. • DRAWN L.ECHOLS OCT-2015 ROGERS MACHINERY COMPANY, INC. DRAWING NUMBER A - e ROGERS CORPORATE ENGINEERING CHECKED PROPOSED-2015 REMODEL P6IE M.1 A 14650 S.W.72ND AVENUE MECHANICAL EXHAUST VENTING MACHINERY PORTLAND,OREGON 97224 SIZE B I SCALE 1"=50' SECTION 5.0,MECHANICAL DATA COMPANY, INC. www.rogers-machinery.com REV DATE BY 1 CK DESCRIPTION SERIAL# (FROM RELIANT PLUMBING&MECHANICAL) SHEET 1 OF 1 I 1 I 2 I 3 I 4 I 5 I 6 7 I 8 I 9 I 10 1 11 I 12 I 13 I 14 I 15 I 15 I 11 I 18 I 19 I 20 I r H:\101Eng\DGN1F12015 Remodel-P61 E\SECTION 5.01SECTION 5.0_Mechanical Data.dgn 10/19/2015 ..... 2 .3. N a S I fi . .._._ 7 __. ,3 _...... ._, ..4_._ IL 1 '_ ._....._., _ /1..__ _..12 i. 13 _ I -14.. '. .. 15 1 16 17 I ....- 16 15 _. 20 f PIPE MATERIAL SCHEDULE PLUMBING LEGEND SYSTEM 1 ION SERVICE ABOVE GROUND _ Co COLD WATER C CONSULTANTS m s smp AK CNN Iw vnAX4 14MI mu ,r" TCONTAAROV FOR COLD&NOT WAIST E P AROKA It SOC - NW NOT WATER IN-IN u M.N. - • V VENT I UNITARY WASTE ABS DIVE PPE AND FITTINGS W WASTE ABOVE RAT ON CRATE y4. IP ` I �` `! W WASTE NELOS SLAB OR GRADE [NOTWG PROCESS OE SANITARY NENT ABS OW PIPE AND FiT.INCS f C1G UEANOUT TO GRADE �.. - FCC FLOOR CLEANUUT 4,..rr 1 uUEC�E SZE" WCg0° WALL CLEANCEIE,CIEAJCUT V I \'\ PROCESS MI ma c0 7'13,,4` E Gq SHUTOFF VALVE.BALL VALVE , .+ PIPE UP IRKS 12/31/IS • COW PIPE DOWN • AFF ABOVE FINISHED FLOOR ..... 1 RETINUE ElE51NG Co -' `CRAM DON WAS AFC ABOVE FINISHED GRADE ON DOWN ISOLATE*VALVES CRAN DONN VALVE iV FLUTIVALVE H 1 A ` , TIP TYPICAL H li I I ®� Al VIE VENT THROWN ROOF WATER SERVICE PRESSURE ETmx9cREm OP' LOSS CALCULATIONS irlla"FAR �� \-DaNECT WCsar PER APPENDIX "A" UNIFORM PLUMBING CODE AS EOSIN • FIXTURE LOAD SCHEDULE fib[-1� MERMEN WATER SUPPLY PRESSURE O PRY 60 1611 WM!SOLEMN MORE GTE SAN.EUA SAN.TOTAL NEL MOO to 1120 TOTAL VALVES ... Inti INN EN W11.' 36 1 9p WATER CLOSET(FVV 4 • 16 5 20 Deno, m flow Rots(Flute Vclo.)_. . 45 GI URINAL(00 2 2 4 4 5 Donlan Lon-12 k a.433 pM .4 FUSS Tank Refund OpWOMnq Panne-pSI -25 LAVATORY rv1 1 1 1 I DOMESTIC WATER CONNECTION SINK 2 2 1.5 T.5 En F Lon Lan- t/108 PIRMT-pft 6 1 _ ® AND ISOLATION DETAIL MR SINK 1 3 3 3 COLD WATER HOT WATER i WASHFONNTAN 1 2 2 2 2 PIPE ALE FT FY FT I SCAN DIAGRAMMATIC Nob. CPU PUS FU• VELOCITY DUO FU•VELOCITY OPINION°FONNTAN I 0.5 0.5 1/2' 5 6 0 6 4 4 6 1 FLOOR DRAIN 2 2 4 -- 3/4' 12 16 0 5 9 12 6 F BUILDING TOTAL -- -- 32 — 36 n I' t9 2d 0 a 17 24 6 ;F • FROM TILE OREGON PLUMBING SPECIALTY COOS.APPENDIX A. 1-1/4' 29 51 12 a I I-1/2" 41 90 30 a EXPANSION TANK t3i1lNW 1" 00 215 INS B 1 1 3/4'CW •Ps Now PlumNnq Sp•nIdl2 Cod..Appanda.A L -_ • ^WNe Mnon Moho NUNN:TW.L.cpp.WO*dead Dell. 1HER110METER UNION.TTP 'E WATER E PLUMBING CONNECTION SCHEDULE CONNECTIONS SYMBOL DESCRIPTION W V CW NW COMMENTS •1- WATT E-SERIES WAWA WAINWAIN->m NONNI MIEN OR ERA, WC-1 WATER CLOSET t' 2' I' - FLOOR MOUNT,RUSH VALVE ELEONGATE BOWL WAIN OPEN FRONT SEAT. PRESS/MOP NSTAJFD AL UPPER 1/3 AND LOWER WC-2 WATER CLOSET 4' 2" i' - ADA.FLOOR MOUNT.FLUSH VALVE[ELONGATE BOWL NTH OPEN FRONT SEAT. PEUEF VALVE I/3 CF VERTICAL ORF7ISION OF INTER r- PIPE 10 SptNCE WAS BEAM WSTNIID PER U-1 URNA. 2'- 1-1/2' 3/4"' - ADA,WALL MOON,FLUSH VALVE - 1 SINK HEATER MANJEACTUROLS ALCDUYFTI0A MNSTAUTQN U-2 URINAL 2' 1-1/2` I/2"' - ADA,WALL NOUN.EWE N VALVE 11F-1 WASFOUNTIAN 2' 1-1/C Ifs" 1/2" ADA.COTTNER MOUNTED L-i LAVATORY COUNTER MOUNT 1-t STROPPING WM BE A /2" 1-1/4' 1/2' 1/2" ADA.COLIINER MOUNTED ElG. MNAN OF 1'mow ❑ *yi 'VIstTV1.-" FVE �S-1 SINK 2' 1-1/Y 1/2' 1/2' ADA,.COUENER MOUNTED CC/URGES EASY ACCESS FD-I FLOOR DRAIN _ 2' I-1/2' - - PRIME FLOOR P. 1-4 SS-1 SERVICE(MOPI SUN 3' 2' 1/2- 1/2' FLOOR MOUNTED • . .WATER HEATER DETAIL PLUMBING EQUIPMENT SCHEDULE • i 0 SCALE an NTS sw DESCRIPTION - ELECTRICAL C 59:1-1 MIND WATER NAIVE 50 CAL USE 110N-9WLTMEOIS MOO roar DFMN.MASS LNFD STEEL 20B VOLT TAR.5A0NESAN A COE RCO At REWERARXA TO ITO OEGITS F. PRIME SWAN ERAQIG 4500 MATTo 1/Y BFEETEA OR WIRY SPAS AEOITOERR IX OE1k 1 PHASE EL-1 EXPANSION TAW: SHELL NON POLVPRCPIIENE LINER. 2-CAL IAA TANK REM. BASS OF DESIGN PATROL ST-5 PRV-t PRESSURE W0UAIG VALVE. I . BASK OF DE5101: WATTS SERFS 223 t B RF9E-.1 REVACEO PRESSURE BACEPLOW PREVENTOR, LEAD FREE, I B BASS OF DESIGN; WATTS 1E909 PLUMBING CONTRACTOR TO COORDINATE ELECTRICAL REOUiREMENTS NBi GENERAL 'ECTR:CAL CONTRACTOR PRIOR TO PURCHASE OF EO1IPMENT • DRAWN NLB i 120cT15 ROGERS MACHINERY COMPANY, INC. DRAWING NUMBER p fi m E"� CORPORATE ENGINEERING - -- - - CHECKED GCB I PROPOSED-2015 REMODEL P61E A • " MACHINERY S.W.72NDAVENUE n PLAN VIEW-GROUND LEVEL POa POfZTLAND,OREGON.97224 • SIZE B SCALE 112 t'-o • COMPANY,INC. www.rogers machinery.com ; i REV DATE BY CK DESCRIPTION SERIAL# SHEET 1 OF 3 1. 2 ;. 4 5 . 9 _.. .7.._.. -'!__—__B -_9 7D 11 __.12 13 I 14 15 _.. 1fi 17 I ..._.,19 I 19 .._. _. I 2(L o REFERENCE ONLY NOT APPROVED WITH THIS PERMIT .. a 1 1 5 . 0 . , 7 8 9 10 11 ' 12 . 13 1 14 1 1$ I 6 1 17 13 • 1 Mk M.. BYE ril SsTEM "Ila conscilTANTs pc G As:a wane.w. .4 ..0"... WV 0•11..m9 VIL 0911.1‘.71 >5.1-011.30.,,../SO-QV ... I- 1 I 44.G111A S VMS 1 1/1S _ __ _ 1 I I 1--- I I 1 1 I 1 i 11 ; H i i 1 11&_-2. 13 1,0 ,-,Arcw, a PROW POI WY - MIER RAWER mi.A10 POI SW)11A1ER MINSIOR.Or/ 11 '.— • -1 VI /111.WIER ARRESTOR. WP.DXSS PANEL. MA. —, ew i V •0 t„, ,„,. [ 1111-9 •,-,-1- —1 _ ? 111W i , I ,..... . „ ...., .... I z 2-4/2"V . . -- , . 1 . 1 I 1 E e r DE-1 1 1 [ 2-1/2•V11,4-., 1 2'Y 112-"/ 7-1 1 4 ,11%. _ _ r-S•111 3'W I 2-t/rV 1.117 I i 1 — 0 I }" maim sompai••• ••••••••■ arm nmo•••• moms I is •••••7 iip,44,0 I i / # 1-1,rtv 2.-//2N ,1 11 WE.111121/1* 2`0Vs1 &RIMS SIRVE11*. 1 / Urn eC11/1 1 I I I I ' wr+it --- D I —11 D IC;1 1 p9v-a \ f i F., ED-t• i i —r4,..rtn i • I- -I 1 ,. L. . I , 4'w WOE NO PP.149,11(KM%YAK. - 52i.PURIPM 91C KA MT 1P1,a ../1"..4,11,J— II . 0 I n el —1-CP CO1411/1114111111 ..., / J Iff.._-1. aiCO [IMO ID 1-1411114--- 1 I WOO * 1100 4U. "M V 1 1 I 1 A-1,1CA I WWI 9 ZE. R-IV 441 I/215W 141trot IC! c J/ W570--.7.10 7.f,7,7'Te..7 • SIZE OF MING ME. 1 . -., i . I . LOWER LEVEL PLUMBING UPPER LEVEL PLUMBING • B B; € I , .•• . , ... . _ A ' R C)tG E R s CORPORATE ENGINEERING , DRAWN NLB 120CT15 , ROGERS MACHINERY COMPANY, INC. PRapAONSvE0Ew-2.0G15RRoEuMNODDLEELvEPL61E DRAWING NUMBER r _ _ P1.1 MACHINERY 14650 S.W.72ND AVENUE t:CHECKED GCB • ' PORTLAND.OREGON 97224 , - - ; q SIZE , 8 . SCALE 1/2"=1'4' .. i. ;COMPANY,INC. www.rogers-machinery.com .., REV DATE BY CK 1 DESCRIPTION SERIAL# SHEET 3 OF 3 1 2 3 4 5 0 7 1 a 9 at 11 12 . 13 14 15 ,5 17 18 19 20 REFERENCE ONLY NOT APPROVED WITH THIS PERMIT 1 I s 1 1 1 1 I i I r t . t s 1 la 1 AIL n I Is 1 IA I s I u I r 1 i. I i I x -- PROPRIETARY ROE PORE NEPFICPPICY0c A=114140111E0 CO Uriuta Esm 41'To l2> ii raNac.rs,srr,Ea s DOOR SCHEDULE ® - ItM A*t. I DESCRIPTION — _ r dC6"--1 1 1 3'.4'Xr4 I 2 3 X0 X T-0 F----'_ I I C� " $ t z-es Xg.r ,, —..-- , Y NiStS D1LE NM .AM1, DESCM'T 1 It e` i �! 1 2 6zPXt-� -- ""' f-25f6" L-arAA RENWICE.-J i6 I r f a a / ft\ !ti f I ir-r ))ff�� i i i I 1 201 r iii — I // 47.“•171JAM. ...I,*7 •T ..,,,., . 4....,••••••a•I ,,A,..• •..... ,. ..J /tot, 4) 6N II ,�. Mt,2 A, Li ' 11 FM 11 % a ' cl H ' 1 II i1 TO I II _ ! 1 C ... I ,. C �i tee— if11816lpUN s s PLUMBING LAYOUT•GROUND LEVEL GENERAL NOW: ALL DIMENSIONS ARE IN INCHES UNLESS NOTED. r Ri���R$COftPt11TFTEENGINE 2i z a8JUN15 LCE RE-POSTTRONED Rooms&UPDATED ALL OIMALLRELATEDDIM ' DRAWN_ L ECHOIS 01JUN15 r ROGERS MACHINERY COMPANY,INC, ` DRAWING NUM� A I. 5. . AVEMIE 1 29MAY15 LCE ADDED DOOR SCSI.&SYMBOLS,NOTE PLUMBING UNDER 'CHECKED PLUMBING O m LAYOUT__ P61E FOQfl31 X.2 A MACHINERY L1REC 1t9122� BTaRs.REMovm LOCKERS.NOTE FUTURE SINK UPSTAIRS. WE B 1 SCALE 1:5U COMPANY,INC. rAvi < REv DATE BY CK DESCRIPTION SERIAL/ (RMC DWG.No.F00031X.2) SHEET 4OF5 r 1 i 1 i j_ I s ! A j f 1 1 . c ii 1 rz 1 u 1 '+ L _ . '1, I_ m I :r I % I ^r I s • E.1A REFERENCE ONLY NOT APPROVED WITH THIS PERMIT 1 1 z f 1 1 , 1 $ { r 1 r 1 i I x 1---ir I u I ' I n 1 14 l Is { it .1 if 1 w 1 'o 1 A PROPRIETARY P.C.M4g tl DI.PotPEN;rt 4VF=`l. 4ie W vaurfi F9YIfP%PM't8! era Is-- Al Mg AYL S MULE i DEtofli L 2.-0. et' u-0 rs � I i ,��'XT0' i 0 — 2 3 ,3'-0'XP-0' , t r *KM I t F 3 I . 2-5'xG$ rr 0 WIDOW SCHEDULE of IAMT. DESCROICH 1 12 6--ofx4r-o- 3 0 t34 y •%1I'.,j� -f' hi r I o r•t-- Taw' -_ stew. i .• " E ._ t I a {- ( tT-r r sag LANDING (114 �_ 88(e3.1 .1 (l ' 7 7a' Sll'XSd i, a., E !. 8d' a _ ,... I c Ax t444AN-\\ 11\2! 144—4'-.1* 1 [ \1---a- rd AT MI FLOOR ,� 1 c .. zu-,T — e R PLAN VIEW-2ND LEVEL — GENERAL NOTE_ ALL DIMENSIONS ARE IN INCHES UNLESS NOTED; /�/ 2 09JUN15 WE REflOS1ThONEDRO SSk€PWTED LOIM ALL RELl1?EODIM. 1 DRAWN LEC(1OLS (IiJUNIS OGERSMACHINERYCOMPANY,II�I{`r. DRAWING/ WUf1HE{t R V V E R$CORPORATEWExcw�awG 1 29MAY15 LCE ADDED DOOR St L.&SYMBOLS.NOTE PLUMBING UNDER , cIECKED- PROPOSED-2015 REMODEL P51E F00031 x.2 R MACHINERY 14650S,W.72NDAVENUE PLAN VIEW-2NOLEVEL ' PORTIAND,OREGOH97224 STAIRS.REMOVED LOCF .NOTEFUTURESINKUPSTAIRS- S� 6 SCALE 1$0 (RMC DWG. No. F00031X.2) - COMPANY,INC. worducgess atile7.com .REV DATE BY Cit ancmirrioN MEET 3oFs r 1 4 _..r s r a 1 11 9 u U. I a I sin s v i a E.1B II METER 1200A Y J MAIN BREAKER PGE TERMINATION PGE SECTION 480/277V TRAM0KVAER �� 304w FUTURE) 900A�1 1 GROUND ROD GROUND ROD FEED ACROSS UNDERGROUND PARKWAY (4)4'PVC (2)5°PVC 2-1000 kcmil ALUM.PER PHASE / 2-750 MCM ALUM PER PHASE NEUT. r .1 1000 AMP MLO 304w il it 1ll bll bll 70A / 1 30 Aa/SPAR E,/SPARE, 9330 Aol PANELLP1 2"FLEX 1'EMT 200 AMP (1)#4 \ #4 TRANSFORMER (1)#8 (3)3°EMT MB TI 3.500 MCM ALUM.PER PHASE 240/120V 45KVA 3-4/0 COPPER GRD. 0 4W 480V TO 240/120V lNo , PANEL H1 2'EMT(4)2/0c e" BUILDING 150 AMP /(1)#4c RESTROOMS (5)to 230V STEEL MLO d// E OUTLETS 480/277V • 30 4W TEST STAND CONTROL WORKSTATION CABINET OWNER II OUTLETS SUPPLIED OREGON ELECTRIC HEATERS UGHTS 1'EMT GROUP y. (4)#8 DOORS (1)#8 ••t0i 5[ }e�W44•v[1n1..w0.C[EfM 9f3i.• •non][.-ww.[.Y(wl 3•-hv....wv..-.w.t.�. • Rogers Machinery ALLEKISTING 14650 SW 72nd Ave a WAREHOUSE REFERENCE ONLY Portland. OR 97224 RELABELED NOT APPROVED WITH THIS PERMIT z Warehouse3 PANEL H2 0 it LOADS I m ... I PROJECT NO. oEc= DRAWN BY EHI CHILE BY DATE _ * If, LN'ARtHOUSE_3 — -- _ _- ___ — _ — — — — — — _ — — _ _-- __ _ _— — -- J DATE Eoireo =. March zois z SCALE_ NTS s FILE- LaC�_• 'CJd`Ie5-.e*\':i-4o \L'\R)Yers koii,intrv`,fo?rr, b'or h.n_'•u1;,? 1" ,,.E--: TE5.00