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Plans — 1 r 2 I 3 r I , I 5 - 1 7 1 3 T 9 I 10 1 rt I 12 1 __. 13 1 14 ---;5 �-- 5-- F 17 18 1 19 1 20 APPROVED PLANS I 1 ICE N-ATTACTIED:CATION BOOK RESTROOM ALTERATION TO EXISTING WAREHOUSE #3 BUILDING ., J RUCTURAL CALCS ti _GEOTECH REPORT P N, — _MISC DOCUMENTS FIECENED — ROGERS MACHINERY COM INC . OFFICE COPY OCT 19 2015 I S. W. 72nd and S. W. Bonita Road CI piViS10N TIGARD, OREGON BUILDING ' - r, fn. r •1 A - Lt.-2,1-i..--.! t"RrAil S7 +-y•^- _"}•�,' R� '• 0.55.) -r ft,'_'tF-- { _ _.j, S- 1 f t` fl r t j /. } OBE I r f" - _rT _:. H H a ` .i. • r 1t 7 J -. .t. I1 t F ''.._#"- _ I C n i n tr Map OWNER 1 " S j" L- t �!• ri_.:� L . 111! — ROGERS MACHINERY COMPANY, INC. --1 ) 1t 1 --; ' f'yi _��JJJ V��` _i t 'r>._-f $- c�_Y lrt 0h .` . ; ' t Y`. _�":. ice. t'�.1ir; P.O. Box 230429, Portland, Oregon 97281 ( .,'r •1 a Avis."aI�P- ; .t«atti-t:.`reg:._, 14650 S.W. 72ND Avenue, Portland, Oregon 97224-7943 I - - "'¢ -- Corporate Office : (503)639-0808, FAX : (503)639-0111 n ' - C '1 ' G www.rogers machinery.com w R1 r.t._.RI,tc.SQi r., c y.+�'"wa' 6Cr '� ., 1 r: 3 Y?.,'LW .lc 3!_r Project1yi ank Wiering y . s o+4..A /tiw F I R3 11usJ i h 9.a p i r - u- -Ai::-r-en rc=1+s ''aJ 'G,�'p _ra Direct Line : ( 03)603-1925 R �s�t:tin lY — Email : Frank.Wierin ro ers-machine .com " " , - _ _I T,. .. R 23•,•,::•• ".L.,;r. I ZONING INFORMATION ,t 1 • . - , r.R•J 4311n IS Par 4e+ F i '�I►�^yw�t f A. ..>:• rat I F ZONING : CITY OF TIGARD, I L LIGHT INDUSTRIAL . _ , . '' WSW �''-kA • ',- •,.,,:7 Voss_„n,A•,,Strt. :. _ _'r! �1r". ,� N.Kt,i.3G KS,dtl-a Ca-Its E �.I CITY OF TIGARD { _, f ••`� •••r"MP-f rTV-nN i 5 '— - I '. 4"` 3 - gyp, .. ®t`" ,..-.....3-11,owl i REVIEWED FOR CODE COMPLIANCE �' �, Tv :J',;: yr•CJrF :.rJ t! yF.:•fr.•1 .n mesas F c a • iwY ,,,}1' M - "3 A'�" .� =•i A,Tirt'a!'yMr H.a ApTp/rroved. [1.-}� t. �� I r,. .v. We �.�,,. E E OTC:vi ( i.d Y: J . ..r ` ®. r .. .,,,fy+ r.►.><- -are ux rme Feu r [ � t '� ru r.1 so-ae.sac cyir-r Iv• • BOP-2n/�_ .� fii7S ._ `i', £.. - .5` k1V_t H. 4..a E•ep:1rr arc1 Pcmut# ` '4f' .A.^. -: Y 4 'X �k1J_?/1 w1_u=gypryw arl: — Address: l 7 Z�� }.+�� ,� 1.0 i1_ •,:"..//jj . c ��+.i -1 - oh,�Rnc•9r - rcr,oaA{•n Sr "-- - Suite ff: ` d 1 1111141 F 1-,1•41...a D By: J Date: `� 2 ` o.. t. r. .. ;.{ 0, .. 0 . ' ' oot•rz rct 4" 1 H rai•G II N r••:As- e CITY OF TIGARD IP:a._�.:c_,P,ntC.�d., — REVIEWED FOR CODE COMPLIANCE ��rrEs.3c.rOr. f '2-L r+*• - _ - `�_r:aya c::N.6alniary Approved. [ 1�� s : r x. C• OTC: [ ! +� ' Rogers rvta,hintri Company,Inc tchOgies rat#: — t — s� J t I �py WPC,eai:6 '^ rS Address: ?SCXJ Th Yf '�"�'�'tLjI* I fig E �.:-s SU1te r• CO, 0- 1a i e30 B �� _ tB ■ Date: ""N °�`�r �., C a- —- --- --- - -' _:- __ _ ----- r,.• ►-rte , n- ' ,Zr rrr rrner nnedrtsnrt/ rrrn • CORPORATE ENGINEERING DRAWN DRAWING NUMBER A ROGERS 14650 S.W.72ND AVENUE CHECKED A MACHINERY SIZE SCALE PORTLAND,OREGON 97224 LI Aril% COMPANY, INC. www.rogers-machinery.com SERIAL# SHEET 1 OF 3 F REV DATE BY CK DESCRIPTION _ r'^ 1 I 1 2 3 4 5 I 6 7 I B 1 9 1 10 L 11 12 1 13 —1 14 [ 15 1 16 1 17 1 18 I 19 I 20 l H:\i0\Lny\r)UN\l-\2015 Remodel-P61 E\SEU I ION I.0_G1,G2&G3.dgn 10/15/2015 1 1 I 2 3 T 4 1 5 6 7 8 1 9 T 10 i 11 12 1 13 1 14 I 15 1 '6 ( 17 1 18 19 I 2L - - PLAN INDEX Section 1.0 General Project Data Reference Permit ELE2015-00094 - Cover Sheet & Vicinity Map G.1 Floor Plan Lighting & Power E.IA & E.I B - Plan Index G.2 One-Line & Site Electrical Plan E5.00 Code Summary G.3 Section 2.0 Civil Data H:\10\Eng\DGN\F\2015 Remodel - P61 E\Plan Index.doc Site Plan C.1 - Site Utility Plan C.3 of 8 Section 3.0 Architectural Data SPECIAL INSPECTION REQUIRED H 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 p Co to and Reinforcing Steel - Fire-Rated Construction Details A.1A Door Schedule A.1A Its Installed in Concrete G Glazing Schedule A.1A ❑ Special Moment-Resisting Concrete Frame G Egress Plan A.3 ❑ Reinforcing Steel&Prestressing Steel Tendons - ❑ Structural Welding - Section 4.0 Structural Data ❑ High Strenght Bolting Structural Cover Sheet S.1 Professional Stamp F Foundation Plan Existing Building Sht F.1 & F.2 of 8 ❑ Structural Masonry F Under-Slab Plumbing Plan P.1 Professional Stamp ❑ Reinforced Gypsum Concrete Framing Structural Elevations , S.1 - S11 Details & Cross Sections ❑ Insulating Concrete Fill Special Inspection Carlson Testing Labs Anchor Bolt Installation ❑ Spray Applied Fire-Resistive Materials E - Report-Furnished Upon Completion Drilled Piers and Caissons E Framing Structural Calculations Project Manual Framing pages S 1-46 ❑ Pilings, Dri Stair Plans and Details Dennis Schantzen & KO Custom Fab 6 pages ❑ Shotcrete - Stairway Structural Calculations Project Manual Dennis Schantzen pgs 1-17 CI Special Grading,Excavation and Filling - Section 5.0 Mechanical Data Vent Ducting M-1 ❑ Smoke-Control Systems o Section 8.0 Plumbing Data ❑ Other Inspections._°_____ 0 Floor Plan P1.1 Piping and Material Schedule P0.1 - - Equipment Layout Plan P1.1 Fixture Schedule P0.1 Site Utility Plan P1.0 Backflow prevention location P0.1 Under-slab plumbing plan P1.0 & PI.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 1 TO THE SAME IS NEVER SOLD OR TRANSFERRED FOR ANY r REASON ALL RIGHTS RESERVED TO DESIGN OR INVENTION. REPRODUCTION OF THIS PRINT PROHIBITED. ROGERS X XXX LCE XXX DRAWN L. ECHOLS 15OCT15 ROGERS MACHINERY COMPANY, INC. DRAWING NUMBER 4 RG ERR S A OVS CORPORATE ENGINEERING CHECKED PROPOSED 2015 REMODEL P61E .L^ A PORTLAND,1 RTL S.W.72ND AVENUE AND,OREGON 97224 SIZE B SCALE SECTION 1.0 GENERAL PROJECT DATA COMPANY, INC. .rogers machinery.com REV DATE BY CK DESCRIPTION SERIAL# SHEET 2 OF 3 1 1 2 I 3 1 4 I 5 I 6 7 1 8 1 9 I 10 1 11 L 12 1 13 C 14 1-- 15 1 16 1 17 1 18 1 19 1 20 IJ H:\10\Eng\DGN\F\2015 Remodel- P61E\SECTION 1.01SECTION 1.0_G1,G2&G3.dgn 10/15/2015 1 I 2 ( 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 1 11 I 12 I 13 j 14 I 15 ( 16 ( 17 ( 18 I 19 I 20 2014 Oregon Structural Specialty Code-Summary J 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 N. 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 !' I Title 18 Tigard Zoning Districts Chapter 18.530 Existing Opening Separation Distance Degree of Protection. Actual Area Second Level: I Zone 18.530 I-L Light Industrial ID#2 C2-MD 5'to less than 10' P 1%2 HR <25% Assembly without fixed seats 7 Net 484 S.F. 69 Existing Building complies with Table 18.530.2 ID#5 C1-OH 10'to less than 15' P 1%: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 179 x.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 leve <30 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 E Bearing Walls Interior for Restroom 0-HR Chapter 34 Existing Buildings E Nonbearing Walls Interior for Second Level 0-HR Plans comply with Section 3404 Alterations. Note-3404.5 Voluntary seismic improvements not included. Floor Construction iBi MEngiDGMFV2015 Remodel-P6I E ode Summary\C'ode Summary.doe — Ground Level–Existing Concrete Second Level Alteration 0-HR D 0 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.TITLE TO THE SAME IS NEVER SOLO OR TRANSFERRED FOR ANY REASON.ALL RIGHTS RESERVED TO DESIGN OR INVENTION. REPRODUCTION OF THIS PRINT PROHIBITED. NY' x XXX LCE xxx DRAWN L.ECHOLS 150CT15 ROGERS MACHINERY COMPANY, INC. DRAWING NUMBER I 40 ROGERS CORPORATE ENGINEERING CHECKED PROPOSED-2015 REMODEL P61 E A MACHINERY C14650 ND,OREGON ON AVENUE 9722 SIZE B SCALE 201 SECTION 1.0 GENERALIPIROJECT DATA Summary G.3 PORTLAND,OREGON 97224 COMPANY, INC. www.rogers-machinery.com _SERIAL# SHEET 3 OF 3 REV DATE BY CK DESCRIPTION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 I 2 I 3 I 4 I 5 6 I 7 I B I 9 I 10 1 11 T 12 I 13 I 14 I 15 I 15 I 17 I 18 I 19 I 20 PROPRIETARY /\ AND PRINT IS THE SUBJECT PROPERTY TO RETURN RN UPON MACHINERY TITLE IP INT IS T E PROP RT ROF ROGERS UPON DEMAND.TITLE J TO THE SAME IS NEVER SOLD OR TRANSFERRED FOR ANY REASON.ALL RIGHTS RESERVED TO DESIGN OR INVENTION. ID" REPRODUCTION OF THIS PRINT PROHIBITED. SW BONITA ROAD S 89° 24' 01" E 435.47' LEGEND V VISITOR — -I //--- 9 SPACES I I I I I I I I I I 19 SPACES GATE � HC ADA HANDICAP ACCESS \ VAN ACCESSIBLE 1 I---1 i I \ I I I I I I I I I I I I I I I I I I I I� I 01 �,I — 3 SPACES,(1 HC) I �' I m r__—..._.., 01 ¢I I SITE ADDRESS: 14650 SW 72ND AVENUE, I473 w I w• I PORTLAND,OR 97224 H \ ¢I I i ZONING:TITLE 18 TIGARD ZONE DISTRICTS H co w a a w — \ I 15 I CHAPTER 18.530 I L LIGHT INDUSTRIAL i a_ \\ i I MAP&LOT#: WCTM 25112AD-00500&00501 I i PROJECT NAME:RESTROOM ALTERATION TO EXISTING — PORTLAND \ J � i P61E(FORMALLY KNOWN AS WAREHOUSE 3)BUILDING. i a BRANCH \_--- --- o 1 = I co APPLICANT NAME;FRANK WIERING, o I ;If- I _-_----•—•—•---•—.I CORPORATE PROJECTS MANAGER G G ...71-. I BUSINESS 503-639-0808,DESK 503-603-1925,..,_ `= w w N — I o I I I I I I I I MOBILE 503-720-7268 COMM o — E I I I I� 6 SPACES I NOTE: _, 1) EXISTING BUILDINGS COMPLY WITH SETBACK Cm " "' �y i L >6) REQUIREMENTS. _ co M— 6 SPACES, - 1 2) FINISH FLOOR ELEVATION:EXISTING WAREHOUSE N y (1V,1 HC) m I 163.75'REFERENCE 1985 DRAWING"F1". F F r I a o co N ' o i 0 DUMPSTER I m AIR RECEIVER I — I CATCH BASIN 8 SPACES COOLING TOWER CITY OF TIGARD — E E H IIIIIIII� lEj SHOP a co — P61E Approved by Planning 2 SPACES PRODUCTION rn 0 FORMERLY KNOWN I -- - 0- — AS WAREHOUSE#3) i Date: 2..r,,.. ._0--/9-)S-- I I — Initials: w Q I D > i N — LOBBY PARTS - - — i w D a i CORPORATE WAREHOUSE1 I a — 1 vi i I �c a Q — N ti —PARTS W "' — M WAREHOUSE#4 i ' i — I SHIPPING "U) — > 5 SPACES — m L S 88° 48' 16" E 479.16' B B r X XXX LCE XXX DRAWN L.ECHOLS 150CT15 ROGERS MACHINERY COMPANY, INC. DRAWING NUMBER A - ® ROGERS CORPORATE ENGINEERING CHECKED PROPOSED 2015 REMODEL P61 E A v K6 MACHINERY 14650 S.W.72ND AVENUE SIZE B SCALE 2015 RO ECTION 2 ENGINE DATA PLAN Cl PORTLAND,OREGON 97224 COMPANY, INC. www.rogers-machinery.com REV DATE BY CK DESCRIPTION SERIAL# SHEET 1 OF 1 1 2 3 4 5 6 7 B 9 10 11 / 12 13 14 15 16 17 18 19 20 ;r4 .;•• '71.101 . i•.1, : . ?1- .1',..'", .,2 , ' • t 4r. • •'-ii.,::!‘....r.,-.. . , ...■';....•:. :7 • ." . ,,, if .' .7 yd. . ...• ......• ;,,,...; _ i 4 , .,. 1,„..„ • .... ... p .1 . . 111111 3,-. L..... .... i , .6. . . ... .... L _ • .• . , .... li■ i.t. •..,.....,44,0olowt ... . . I.......r..........0•0■011M .'", 1 V"'! *' L-..1..........111.11MMINIMM...... I ......................... i .:. t' ' 4 . ... • . i...----,........ - _. [ -..--2, 7-.77 -4. ...„• , --I s., ' .• ff- ' ' •• ‘:. P . I i 0 - 1 :0 ....ir / . ' I1 .( 1 I _ i? 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Y - "itINO-t:R,1 ra150Nr i 77hj.fLW 13f7f:lbl,tlpili7' ''f?LT�'rLt1f•IO.00SEGCIN.' r^. _ .. ' -.. ;4ngO¢ i I' rrU„ yeao-n>ar VP.?�T2a�•.. - • .. . I I -"M' ' HYDROSEEDED GRAS5 I i I � I ` A.w.,z. ) _ `dam ` ROGERS MACI-•II{�iERY CQ;• i{�(. . • - _ I : ,fir �a _S I�,I F:POTF (I)TDPSOIL.-■2'DEEP•SAN CV LOAM. "Op$pIL IN nLL AREAS ._ ,•• a S,W. %�^. AV.ENUE. L U 14G,OREG`7tJ:: . .- _,�,. 2).BAR K::!15T- FWE GROUN6 i20'rT60 G•AA!< PRpUxlp .. IALS,Et(CFyI"GQA55 '1... eo 20-0`I •.... "WE::rH tt2 MATIG'a 3H ZtiAY _ r. .J I' :..' a.2t?-BF rSarar•N•rOY,ttY(t.. I �s)SFaf'IN ICLER %i EADS ' : :: I ••�, I SL1 e FUl e+z� ntiais - ° ' �s-`- LANDSCAPE PL.UMF3l1IG PANS :Sy • " 'E_ K3t>:de .w : , _E?5=-14F3a PHASE I _ 1 I 2 -( 3 I- 4 I 5 I 6 I 7 I a I 9 1 10 I 11 I 12 I 13 1 14 I 15 16 I 17 I 18 I 19 I 20 'V I DOOR SCHEDULE 7'-6" 47'-6" >l<t 47'-2" =I 7'-10" SYM SIZE DESCRIPTION QTY J '4 I I I > ® 3'-0"x 7'-0" HOLLOW METAU FRAME/EXTERIOR(EXISTING) 2 j 02 3'-0"x 7'-0" HOLLOW METAU FRAME/AUTO CLOSER 2 _ 1 3 ® 2'-4"x 6'-8" HOLLOW METAL/FRAME/BLANK 1 ` _ /, 5'-2 7/8" ® 3'-0"x 7'-0" _HOLLOW METAL/FRAME/AUTO CLOSER, 1 — rI I — — — — — — — — — — rl' W/SAFETY GLASS 11 I 0 3'-0"x 7'-0" HOLLOW METAL/FRAME/SAFETY GLASS 1 • © 15'-0"x 14'-0" ROLL-UP DOOR(EXISTING) 1 I EXISTING: 1-HR FIRE WALL n _30-0"x 14'-0" SECTIONAL(EXISTING) 1 1 I I , WINDOW SCHEDULE I j I EXISTING: ® 6-0"x 4'-0" _WINDOW RESIDENTIAL,VINYL FRAME WITH 2 • _ Z 2-HR FIRE WALL HORIZONTAL SLIDERS @ 2ND FLOOR — I I © - 0,-0"x 0'-0" MIRRORS @ RESTROOMS 2 1 HR.30'-0" � � j (4) W!5!8WTYPE'X'GYP? GIRTS BDB.S.OF HAT CHANNELS SHT H w 2'-0"O.C.BOTH SIDES OF GIRTS. H I I I I I 2 HR.WALL W/(2)LAYERS 5/8"TYPE'X'GYP.BD.B.S. — I I I BOTH (STAGGER J IN SA RS HAT CHANNELS @ 2'-0"O.C. — SIDES I, G I I I G 100'-0" Qi © ------ A F F I ! 3'-6" K - - I E I I I E I j 7'-8 1/2 " j Ij- - •—. A I I I I — I 1-- 50'-0" I a 30'-0" I I I I_ I 22'-0" D i 17'-10" I 1-1 D I I 4 i 4'1,0" -- -j r _ j I v I 11 I � v j I 8'-8 3/8" . - -r - - - - - - - - — - - — — - — - - i— - - - - — - - r, r � 8'-83/8" c c — 23'-0" 5'-2 7/8" v 0 I ' 6° A•— T ~ _,I I I I I 7'-10" f< 34'-9 1/2 " >{ 12'-5 1/2" I' 22'-7" >1 6'-0" 26'4" >< 0'-2 1/8" B I I ALL DIMENSIONS ARE IN INCHES. B .< 110'-0" PROPRIETARY THIS PRINT IS THE PROPERTY OF ROGERS MACHINERY CO. - PLAN VIEW- CRANE FOOTINGS & RESTROOM 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.4. ROGERS CORPORATE ENGINEERING 4 20JUL15 LCE UPDATED WIN/DOOR SCHD.&REFERENCES.CHANGED DIMS DRAWN L.ECHOLS 01JUN15 ROGERS MACHINERY COMPANY, INC. DRAWING NUMBER A ,_ A 14650 S.W.72ND AVENUE REDESIGNED UTILITY CLOSET,STAIRS AND LOCATIONS. CHECKED PROPOSED-2015 REMODEL P61E MACHINERY PORTLAND,OREGON 97224 SIZE B I SCALE NTS (RMC DWG.No.F00031X.5) A.1 A COMPANY, INC. www.rogers-machinery.com REV DATE BY CK DESCRIPTION SERIAL# SHEET 1 OF 5 1 2 3 4 5 6 1 8 g 10 11 12 13 14 15 16 17 18 19 20 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 r 10 I 11 I 12 13 I 14 I 15 I 16 I 17 I 18 I 19 I 20 DOOR SCHEDULE SYM SIZE DESCRIPTION QTY J /r4 U 3'-0"x 7'-0" HOLLOW METAL/FRAME/EXTERIOR(EXISTING) 2 J ■ 0 3'-0"x 7'-0" HOLLOW METAL/FRAME/AUTO CLOSER 2 2'-4"x 6'-8" HOLLOW METAL/FRAME/BLANK 1 ` - c 22'-0" = ® 3'-0"x 7'-0" HOLLOW METAL/FRAME/AUTO CLOSER, 1 - W/SAFETY GLASS < 4'-6" >----- 4'-0" >< 11'-0" > 2'-6" E- c5 3'-0"x 7'-0" HOLLOW METAL/FRAME/SAFETY GLASS 1 I ® 15'-0"x 14'-0" ROLL-UP DOOR(EXISTING) 1 1 n 30'-0"x 14'-0" SECTIONAL(EXISTING) 1 A A If — —L— WINDOW SCHEDULE LO TN- T ® 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 i - - UNISEX ADA LOCKER ROOM _ 10'-0" r H — — _ RESTROOM 12'-9"X 9'-0" — 7-9"X 9'-0" UP — i [Fri:: — — — 'E"- 0'-6" B A 22'-0" p - - - - T F - - - F < 17'-6" =< 3'-6" - I - - - - _ 0'-4" - - - - E 12'-0" TYP. - - MEN'S RESTROOM E - _ 21'-0"X 11'-0" A — 2'-5112" T — UTILITY 4'-11" - �3 CLOSET D 3'-8"x 4'-3" D 2'-5 1/2" — 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 ® 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 v PP 14650 S.W.72ND AVENUE 4 20JUL15 LCE FW UPDATED WIN/DOOR SCHD.&REFERENCES.CHANGED DIMS CHECKED PROPOSED-2015 REMODEL P61 E MACHINERY PORTLAND,OREGON 97224 COMPANY, INC. www.rogers-machinery.com REDESIGNED UTILITY CLOSET,STAIRS AND LOCATIONS. SIZE - B SCALE 1"=50' PLAN VIEW-GROUND LEVEL (RMC DWG.No.F00031X.5) A.1 B REV DATE BY CK DESCRIPTION SERIAL# SHEET 2 OF 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 I 3 T 4 1 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 j 15 16 I 17 I 18 I 19 I 20 DOOR SCHEDULE SYM SIZE DESCRIPTION QTY J /rAI U 3'-0"x 7-0" HOLLOW METAU FRAME/EXTERIOR(EXISTING) 2 J II Q 0 3'-0"x 7'-0" HOLLOW METAU FRAME/AUTO CLOSER 2 f<--- TBD ® 2'-4"x 6'-8" HOLLOW METAU FRAME/BLANK 1 — O. 3'-0"x 7'-0" HOLLOW METAU FRAME/AUTO CLOSER, 1 W/SAFETY GLASS 0 3'-0"x 7'-0" HOLLOW METAU FRAME/SAFETY GLASS 1 I I— _ 0 15-0"x 14'4:1" ROLL-UP DOOR(EXISTING) 1 1 0 ,30'-0"x 14'-0" SECTIONAL(EXISTING) 1 WINDOW SCHEDULE _ ' ®A 6'-0"x 4'-0" WINDOW RESIDENTIAL,VINYL FRAME WITH 2 —+ HORIZONTAL SLIDERS @ 2ND FLOOR Q TBD I ® 0'-0"x 0'-0" MIRRORS @ RESTROOMS 2 H I H -, 1,4„ e— I r , _ I I I I . D k- 2-6' — 1'6 I G G I I 112"PLUMBING WALL T I -- T I I I .I I .I L .i — I I I F .c- 1 J ,I i TP TP 2'-8" >< 2'-7" - — —3'-1" - UP F 1'-6" �-:: 4'-11" =1 2'-9" 9----------- — — — il ±0'-6" --->1 I DRINKING kl/ _ Ft____--- FOUNTAIN xN2" E ±11-16" I � E 7'-91/2" ��' — DRAIN BASIN I FOUNTAIN WASH — I —1— 24"x 24"x 9" SINK 54" — +311-7" I D W I V D I 'I r 5'-6" 1 1'-6" <— _ I I 1'-6" 11-0" 11'-0" — — — 2. .� c 1'0" c OUTSIDE — TO SEWER DRAIN LOWER LEVEL - PLUMBING LAYOUTS UPPER LEVEL - PLUMBING LAYOUTS 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. ROGERS R S 5 24SEP15 LCE UPDATED WIN/DOOR SCHD.,RM TITLES,REMOVED TOILET NOTE. DRAWN L.ECHOLS 01JUN15 ROGERS MACHINERY COMPANY, INC. DRAWING NUMBER A - ® CORPORATE ENGINEERING A v Pit MACHINERY 14650 S.W.72ND AVENUE 4 20JUL15 LCE FW UPDATED WIN/DOOR SCHD.&REFERENCES.CHANGED DIMS CHECKED PROPOSED-2015 REMODEL P61E w .1 D PORTLAND,OREGON 97224 REDESIGNED UTILITY CLOSET,STAIRS AND LOCATIONS. SIZE B SCALE 1"=50' PLUMBING LAYOUT GROUND LEVEL (RMC DWG.No..F00031X.5) H COMPANY, INC, www.rogers-machinery.com REV DATE BY CK DESCRIPTION SERIAL# SHEET 4 OF 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 I 4 I 5 I 6 1 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 DOOR SCHEDULE SYM SIZE DESCRIPTION QTY J / 02 3=0"x 7-0" HOLLOW METAL/FRAME/AUTO (EXISTING) 2 \ >I ®3 2'-4"x 6'-8" HOLLOW METAL/FRAME/BLANK 1 — — 9'� ® 3'-0"x 7'-0" HOLLOW METAL/FRAME/AUTO CLOSER, 1 1 6 -<-- W/SAFETY GLASS ® 3'-0"x 7'-0" HOLLOW METAL/FRAME/SAFETY GLASS 1 I — — —�� ■— —� ® 15-0"x 14'-0" ROLL-UP DOOR(EXISTING) 1 1 (7) 30'-0"x 14'-0" SECTIONAL(EXISTING) 1 / \ WINDOW SCHEDULE — / \ 1 1 ® 6'-0"x 4'-0" WINDOW RESIDENTIAL,VINYL FRAME WITH 2 -- (ADA CLEARANCE;) (11X 12"X 18"LOCKER HORIZONTAL SLIDERS @ 2ND FLOOR — DOUBLE STACKED TYPICAL © 0,-0"x 0'-0" MIRRORS @ RESTROOMS 2 / u H H \, // FLOOR m -___- DRAIN C„ X — G „ 4. G 12"PLUMBING WALL J I _ I 1 l ci 1 2'6" I FLOOR 4'4" TP / \ TP ; TP DRAIN I 1'-3" T F F \ 11-4" I TYP./ / "c TYP. I I c ADA C5E0RANCE — 1 — ■\ — 2'-9" % < 2'-9" >< 2'-7" >< 2'-7" F- /' E E -fir I FOUNTAIN WASH — I / ,/ 3'-8 1/2" SINK 54" — r nn D D - LOWER LEVEL - ROOM LAYOUT C D 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. ROGERS 5 24SEP15 LCE UPDATED WIN/DOOR SCHD.,RM TITLES,REMOVED TOILET NOTE. DRAWN L.ECHOLS 01JUN15 ROGERS MACHINERY COMPANY, INC. DRAWING NUMBER A _ O CORPORATE ENGINEERING PROPOSED-2015 REMODEL P61 E A MACHINERY 14650 S.W.72ND AVENUE 4 20JUL15 LCE FW UPDATED WIN/DOOR SCHD.&REFERENCES.CHANGED DIMS CHECKED ROOM LAYOUT-GROUND LEVEL A.1 E PORTLAND,OREGON 97224 REDESIGNED UTILITY CLOSET,STAIRS AND LOCATIONS. SIZE B I SCALE 1"=50' (RMC DWG.No.F00031X.5) COMPANY, INC. www.rogers machinery.com SERIAL# SHEET 5 OF 5 — _ REV DATE BY CK DESCRIPTION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 �c%i,_t;;,�rr: iJ=:cam. . .. • _ - r .t?5; "%;.ir'i'1• i wt r-4S.ty_/; 2;r 3 (4 (5}(5� �_ (_) • :"r'''■ z. • `'`t tY/E' tom': . ,- _... ? - •t, t j '"" t �s• I It'frKl IH uL cr1oH ii I ' -fit I I _ ;g:Ty.i:'tj:? - r •-.I-�_-.. _�fi'LYl° ,- t I J-tom- 1 I I `, - - '�+r. ,, "E'i ra,°_.?: ' !^ I I .4 .! , 1 -t-�.-TI-=�' _ A. I .i_• ,�'? �i,::i-r..rl. I 21'VIN. c-Gt2 ( I t{ i I .,,, I r?+ `+. ,.;�j>,.:d K:. `• ..�E;!KGR.dG/?�r� tW Uth _ -,--v—- ---'- ---�_. .- .. h_._. ,__. _._.� { I I t .,tid_ I -• F= W. i ,-W.ti 'tu"ii4q':;:i:.t-Kt� 'Y-. WALE- l�l'I�C I ? ♦ I f 1 _4 i t ( Qt �' w ,.,%` ik'.-„_, ,`: I t ; -- ,t °tL>r,: •-t:ti ,r". .. �1 ( ! - _ _ — HK. 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CONFERENCE I D4 S16 w I GRAVEL PIT) ROOM i AED 1E�' N W PRO•HEM w Imo, WOMEN'S LOCKER SYSTEM BREAK AROOMT' ROOM CO I– ROOM I 1 w w o F29 N J J MEN'S ADA > PAINT w w SECOND FLOOR — I -J SHOP u) 0 cn - - - - - - 1 RESTROOM I w D FIRST FLOOR - D F28 62 OH F24• C3-MD B 1-M D-K RMC SERVICE TRUCK PARKING ONLY EMERGENCY EXITS & EXTINGISHERS - LAYOUT c SCALE:NTS EMERGENCY LEGEND © FIRST AID KIT 1ST AID AED AUTOMATED EXTERNAL DEFIBRILLATOR D ® EYE WASH STATION •E# FIRE EXTINGUISHER MD MAN DOOR GENERAL NOTE: ALL DIMENSIONS ARE IN INCHES UNLESS NOTED. OH OVERHEAD DOOR 3 - • • • • '. -'• • , DRAWING NUMBER '- A ° R 0 G E R S CORPORATE ENGINEERING AED ADDED OUTSIDE BATHROOM. CHECKED CORPORATE • �/ A MACHINERY 14650 S.W.72ND AVENUE F��001/�.2 PORTLAND,OREGON 97224 2 03APR15 LCE N/A CORRECTION TO A14&A15 DOOR LAYOUT. SIZE B SCALE 1:158 ,,i,'I\ EMERGENCY ESCAPE PLAN COMPANY, INC. www.rogers-machinery.com REV DATE BY CK DESCRIPTION SERIAL# '�' SHEET 3 OF 3 H:\10\Eng\DGN\F\F00001X.0_EMERGENCY Exits& Extingishers.dgn 10/15/2015 8 I 9 10 I 5/2015 I 7 11 20 I 12 I 13 I 14 I 15 16 17 18 19 • 7_•' t SHEATHING SCHEDULE: ROGERS MACHINERY CONFERENCE ROOM L 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, OR1 (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 Rni 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. M • (Typical) plate DESIGN LOADS: Provide late 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 UC U&,i C"- OREGON �G1Y22 ,g y - COVE • DEC 31 2015 Job No. 6471 . �g U C T U�9 1 I COVERT P.E. S 1 RUCT URAL ENGINEER y 0 PROFf� d 1750 SW Skyline Blvd #221 /GINg\i9 Portland, Oregon 97221 Phone:(503) 228-0426 �� s3a, l Tim Covert P.E. OREGON _.` .J Structural Engineer 1'6.22.011 1750 SW Skyline Blvd #221 1I covE�� S 1 • Portland, Oregon 97221 RQ.,Ews ,z-3,-,s • • Ih tiEr r . 1401-0"__ — ___-___---____-__-_-�_-_-._--•-_- Y::,° 4... I l,03:1-0.2.14,, ( T fo G�fL� �RbTE �f 2'-9 T / 11 ,..tr w. -T ,�y� TUBE _-__ 1 3o'-a^ .'L5'-d 2,[fr7 FxISTK wIDT1J E%T�TJTIO.1 ExlsT'G wpREHO!Jf£ f- t w z• w a a ; 2 r , Y N 5N:,, . . 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A rr GuV12,9. 5V .9. n; :°,> iu �. �Mr -rror - ESrt�_:�'�zvc . . c82l7 ; : ;r..: _ b" L 4\-r LC , .9 _pLN�_ ;. z z 4F •= ' :� lr • g s;t ;- =' F , • :.. t E ; ii ° 's I!• i � Q - ' -� _ � SABRE.. fF CTION' =CO:• /� BUTLER.( ,FAi:SUDIVGS;' -4 =• fl Q = � 7P2 -Sw fc`1TA'•F3A POFlL'NyF1:CIMOPN%L;l _,ti%; < ,"t. : - _ I : .P C"a:sae=mm. . l:a„_ 79.;63:x;i` • , %'7.}-•f? _ _ COrir.r (2 dray) t 0'1 _ L:•F _'_: ..:M-- `" - -k 74.,f^;:.„ ?, r. - ' , • 'i:: ' Y/?r+ e xs ra.e. f 2' ' Ack1� f Y ...1 }RQDa S,1 `�; ,,• _ ! _ . -r 1_ bf.D=l 111 W. : ro M 7I� PG> K(MiN0 4 .. r `r.`B 23 8s ol�Mdm IG I I � Z' P ”FOU�DAT�. � FTC _Q A 1 � q?r..,..5,,....-,,,..=...„....... ........-��. :> a�ow . c •r r+c. 1� �DU} PS c�2 . • F2 aF �: WAREHOUSE€ E�° 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. 28 ROGERS MACHINERY (Portland, O R1 (Edges may be unblocked for shear) ( 5/215) 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. 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 R� al. �GIRIP #' ?., E rri 1,,11 COj.C4f-J—ts- k r(/ ‘y2VE' DEC 31 2.015 Job No. 6471 UCT � R VR q COVERT STRUCTURAL ENGINEER • e-, 0 PROFF 1750 SW Skyline Blvd #221 yv.i-rs.G111 ,,,� Portland, Oregon 97221 Phone:(503) 228-0426 p9381 l Tim Covert P.E. OREGON Structural Engineer '°`Y 22•'9l' s I 1741 CONE•\ 1750 SW Skyline Blvd #221 Portland, Oregon 97221 • RENEWS 12-31-15 • .. TU. _ G5 Psd . A .....,.. ., � ro .zY ' -i,1 - t ce X ,.. . ,r.,......„_..a. ,,o. .....,..s.. r.-4MitC-C- ts.i re 4,71=5;..7- :',...14,4 ,''' ,J�rw :}5i ---^� '.e5 :emu- ROGERS MACHINERY "14: •■ " • CONFERENCE ROOM: UPPER FLOOR NOTES _ ==�' . .., ‘`'L 74:::: �0 :IV.' 7 0.1 at 16" o/c. N 1. FJA = 2x12 joists DF-L N :_ ,- E FJB = 2x12 joists DF-L No.2 at 16" o/c. -. __ o • .•It_ A ....i.„.2. Subfloor: 3/4" plywood (48/24) or APA rated sheathing ° "°`'"I 4" °°`°'b '�`' ` N II See Sheathing Schedule. `° rn �° _� L. 2x12 solid blocking - o 04 , - 3. Bearing Walls: 2x6 (minimum) DF-L at 16" o/c. h=• " o Ta s under partition. - "- �.� 4. Headers: HA = 4x8 DF-L No.2 ' - HB = 4x6 DF-L No.2 =" 14.. ---, 4,-_, ..?'- 5. For construction not called out otherwise, comply with 2014 OSSC f- ;, • Chapter 23, especially Table 2304.9.1. • L_� ^ . •3.. gym .. - .a 73a .: .c *si + y73 " :*:. 41 . _ FRAMING _ a 1/ +t _ t . ® �i s g u c T v R FJA = 2x12 DF-L No.1 at 16" o/c 1 5 �<C, PROFESS,z • ,oGINE l FJB = 2x12 DF-L No.2 at 16" o/c � /J93Bt \��r_ HA = 4x8 DF-L No.2 Tim Covert P.E. OREGON Structural Engineer vo2,OREGON HB = 4x6 DF-L no.2 22.0 1750 SW Skyline Blvd #221 T.-� CON E�� Portland, Oregon 97221 RENEWS t2-3t-15 RIM NJ0is—r S c,-r) o ts i o . Steel stud wall:-----+ Steel stud wall: • • - non-bearing non-bearing partition. partition. 3/4" plywood over 3/4" plywood over 2x12 at 16" o/c 2x12 at 16" o/c • • 10d com nails at 6" o/c 10d com nails a# 6" o/c (0.148" diax3") f I (0.148" dia x 3") • . z".----1 I mi fflU _� 7 1) �i; 3 b • 8d corn nails at 6" o/c li 8d corn nails at 6" o/c 1 (0,1J1" dia x 2-1/2" ) t . Cont 2x12 rim joist. 2j�v.(0.`131" dia x 2-1/2") 1 1�., Cont 2x12 rim joist. /V2 1 Continuous 112" 1 Continuous 1/2" �� '- � j - l plywood, . plywood, as shown. as shown. I 11 _ 2x12 solid blocking II at 48" o/c U • 11 _ 2x6 studs at 16" o/c 11 2x6 studs at 16" o/c 11 11 • il (must align w/joists) Alt_ ' _ja___474_L_ �gU C ? UR4 e ��EO PROFFss c yGINEE4 /o 9 •. c, $9381 Tim Covert P.E. �--a . Structural Engineer OREGON _ 1750 SW Skyline Blvd #221 ��y z2.,911 3 Portland, Oregon 97221 li4/ co\i 5A RENEWS 12-3I-15 �-- - - - - - GO _ r,; TY p(CA(, "Foo-n o q secTi o I _____ _ _. ......... ........... _ ......., i 1 11 , ___ .,_ ,r.: , __ ' "Effective" footing L Imes. See (F1) and (F2).footing __—___ I Fr: I 1I 1 I 1/2" plywood I J I 2x6 studs at 16" o/c I I P.T. 2x6 sill plate w/ ® 5/8" dia Expansion Bolts at 48" o/c w/ 3" square x '/4" plate washers. Embed 3-3/8" Existing 6" concrete (minimum). 0 I slab-on-grade w/ mesh _ } over 6" gravel base. °1 I 1 I E . —AL-- xisting 6" concrete slab-on-grade w/ mesh I 1 over 6" gravel base. ! �c - x x . .-..-6,,_ 1 I + 1 L _ ate+ _ _ f ` . •` f f e S� S . , --------- z----.. , 4111 .. A ' . h 49 • FOUNDAT]ONPLAN , - 1 Note: See Rogers Machinery's SPECIAL INSPECTION drawings for all horizontal dimensions. REQUIRED FOR Bearing Wall Height= 8'-0" ° c T u R a EXPANSION BOLTS. 5�opPROF4t4z \Sp[NP- • c�, \9 38 �`� —, Tim Covert P.E. Structural Engineer OREGON 1750 SW Skyline Blvd #221 'GCy 22.191,' - S5 Portland, Oregon 97221 7/ti Co\I6\ RENEWS 12-31-15 • TTp(CAl. 'Fo0-11Oq cartO) : • 14._........._6/_„___ .., 1 - z 1 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. And 8d corn nails at 12" o/c field. All edges must be blocked. (260/365) --2.- l j ri I Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8" dia Expansion Bolts at 48" o/c. 11P 1 - (Typical) Provide plate washers between nut and sill plate: PL 1/4" x 3"square. L.I Simpson "Strong-Bolt 2" okay (embed 3-3/8" min) c Y . k..) SPECIAL INSPECTION REQUIRED. 1 • t . r SPECIAL INSPECTION . REQUIRED FOR u C T U R EXPANSION BOLTS. c cse PROFe 9 #9381 l Tim Covert P.E. c S . S 6 tructural Engineer OREGON 1750 SW Skyline Blvd #221 't2Y 22.,9' Portland, Oregon 97221 70i co\O RENEWS 12-31-15 ,..... • .. . 0 „, _ :. - t3V-AcE De-rkti_.. 6dAu., -12A- At--L. L..- _.__ .. . .. Sao TO pugLANl S _,- - ' o : "Ty P. • Existing zee-purlins I Butler Mfg. . I 5'-O" o/c • � 6'-0' 410 1Y e• - CONFERENCE ROOM 11 • 1--- 1111111111111111 .2m1 ' 21.0'•X VV-3" (2) #12 screws - Existing zee-purlins 1rr- i into top track o s® Butler Mfg. typical. Y V-7• 57-O" o/c (2) #12 self-tapping � typ • 22-0• -� 1 r : screws into purlin l T'/P: C r7314• • raw; typical. _ . s . l` �D / �� Brace angles: T r \ i Alternate sides -�• -F-o•-3• o•-b-iYP. 1: (every-other). Vi 0 4 Cope vertical leg of angle: - ' • Bend to horizontal & vertical I Brace angles: BREAK ROOM r-r 2 V-0-X9"-3" (leg length = 3-1/2") I 1 L2 x 2 x 1/8 9"�' _�- ASTM I A36 .- -_ _ Max length = 6 ft. -r-r +I 4•-7-1/4' Max angle (from ' . horizontal) = 30 degrees. g , T-2 3/8' - �J ! i Note: Use angles , L2-1/2x2-1/2X3116 nm _ for brace lengths - € up to 8 ft (max). 1d.-6,.. . .:...:;...-_._.. ..;� 7-0' — 1 P r , 2r-0'- - ( ii!.1.-- C T U g R '� 5AO PRO FF c Steel studs at 16" o/c, / NS �Q Minimum size: 1 3 .... �....... .:._:... 3-9/2 x 9-3/8 x 20 gage l Covert P.E. s , i- w/ flange returns, r�i:cturat Engineer �� OREGON STEEL STUD PARTITION 4 1760 SW Skyline Blvd #221 `/°0-22.191 1 WALLS: SEE DETAIL (X). s 7 ,.., Portland, Oregon 97221 - j% co\6-�\ TYPICAL. RENEWS 12-31-15 40..,_ . ,..__, - t3.P-Pc cE DE.,--rk t t___ 00Auc.. Palk L - �'ro�L l U O ��t I. S I. - o F � :. _______ ___4_ --7.r------___ _.r. . , „...._ . , Existing zee-purlins • Butler Mfg. 3- , 5'-O" o/c , Cont. horiz. steel - hat-channels at 30" ,� Steel studs at 16" o/c. max o/c. Minimum size: L (2) #12 self-tapping screws into purlin . 3-1/2" x 1-318" x 20 gage Steel wall panels: w/flange returns. typical. others. Max B T y fl �: Cope e vertical leg of angle. w ei weight= 2 psf. 1/2 (min ) gypsum wallboard .k f f---__ - x S (2) #12 screws ■ 0 C- Bend to horizontal & vertical t •(leg length = 3-1/2" J into top track ) typical. o\Ci Brace angles: Fasten track to floor L2 x 2 x 1/8 12 screws at 16" o/c. ) 3o M ASTM A36 wl# Brace angles: Max length = 6 ft. Typical. Alternate sides 1 Max angle (from (every-other). II I horizontal) = 30 degrees. ' Continuous / Fasten tracks to each stud Note: Use angles top & bottom ' flange w/#12 self-tapping 1 L2-1/2 x 2-1/2 x 3/16 tracks: 20 gage _ screws, typical for brace lengths deep leg tracks. .. ` T up to 8 ft (max). ; —` .�' - ,< 1 I i l * Note: Provide DOUBLE STUDS ■ u c T v typical. � �g R,� each side of windows, typ ( 5 ,(CEO PROFFSf� C . 19381 c�--- 11i OREGON S 8 . Steel studs at 16" o/c. "6<Y 22.'9,' Minimum size: 1,31 co\O 3-1/2" x 1-3/8" x 20 gage RENEWS 12-31-15 w/ flange returns. Vr✓ ., , co, „ , „ ___ o oe OV—z—A1 c L _L. PURL-i 1s .C CItLI DaTA( L : WALL r pvRA4 NIS • . / 5'-Dm Dm Existing zee-purlins (t . f 12 ' Butler Mfg. Y iP ) — /2 0 o/c 0 ' Existing zee-purlins . Butler 11/ifg. 0 I ( . t 1 i . 5'-0" o/c 4111111111.1.111111111111111111111"1"...1111111.111.1.111.111.111.11.11111.11111111.11.111111MMIlluve—�� (2) #12self-tapping Brace angles:Alternate sides , � Continuous screws into purlin .'/ _. typical. (every-other). �/ top & bottom tracks: 20 gage Os / �� X deep leg tracks. - O zi r>.. .„..■ ---`- --� — - — — — — - 7 (2) #12 screws 1 l Cope vertical d into top track . leg of angle: typical. Brace angles: —. Bend to horizontal L2 x 2 x 1/8 (leg length = 3-1/2") O ASTM A36 Max length = 6 ft. 4 . Max angle (from horizontal) = 30 degrees. Steel studs at 16" o/c. Minimum size: .'�✓ k --. 3-1/2" x 1-3/8" x 20 gage °* w/ flange returns. Steel studs at 16" o/c. Minimum size: 3-1/2" x 1-3/8" x20 gage w/flange returns. -t Note: Use angles g u C T u R L2-1/2 x 2-1/2 x 3/16 e��p PRo,c r for brace lengths ,N GINE��y 4�pt0 $ f# (max). ��9381 \, Tim Covert P.E. Structural Engineer �o GON 1750 SW Skyline Blvd #221 9.,, s9 22.E Portland, Oregon 97221 l74/ covE�� RENEWS 12-31-15 • TABLE 2304.9.1-continued FASTENING SCHEDULE • . TABLE 2304.9.1 ' FASTENING SCHEDULE DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER `SPA 10G DESCRIPTION OF BUILDING ELEMENTS I NUMBER AND TYPE OF FASTENER'"° I SPACING Walls v Root 16d common(372"x 0.162");or 24"oc.?face nail ■ 3-8d common(2'/2"x 0.131");or 8 Stud to stud(not at braced wall panels) 10d box(3"x 0.128");or Blocking between ceiling joists or rafters to top 3- 10d box(3"x 0.128");or At each end,toe nail 3"x 0.131"nails;or 16"o.c.face hail plate or other frami$g below 3-3"x 0.131"nails;or 3-3" 14 gage staples,716"crown 1 3-3" 14 gage staples,716"crown 16d common(372"x 0.162");or _ 16"o.c.fa'ce nail 16d common(372"x 0.162")at 16"o.c.;or 9 Stud to stud and abutting studs at intersecting 16d box(31/2"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,746"crown at 6"o.c. 3-3" 14 gage staples,716"crown • 3-8d common(2'/2"x 0.131");or 16d common(3'4"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) l 16d box(372'x 0.135") 12"o.c.each edge face nail 3-3"x 0.131"nails;or 3-3" 14 gage staples,7/,6"crown 11 Continuous header to stud 4-8d common(2'/2"x 0.131");or Toe nail . . - 4- 10d box(3"x 0.128") Ceiling joist not attached to parallel rafter(no thrust), 3 16d common(3'/2"x 0.162");or 4-1Od box(3"x 0.128");or • 16d common(3'/2"x 0.162");or 16"o.c.face nail 3 laps over partitions(see Section 2308.10.4.1 and Face nail 4-3"x 0.131"nails;or lOd box(3"x 0.128");or Table 2308.10.4.1) 4-3" 14 gage staples,''I6"crown 12 Top plate to top plate 3"x 0.131"nails;or 12"o.c.face nail 3" 14 gage staples,716"crown 4 Ceiling joist attached to parallel rafter(heel joint) Per Table 2308.10.4.1 Face nail (see Section 2308.10.4.1 and Table 2308.10.4.1) 8 16d common(3`/2"x 0.162");or Face nail on each side of end 3-10d common 3"x 0.148" ;or 13 Top plate top plate, 12-3" box(3"x 0.128");or joint(minimum 24"lap splice ( ) o late to to ]ate,at end joints 12-3"x 0.131"nails;or 5 Collar tie to rafter 4- lOd box(3"x 0.128");or Face nail 12-3" 14 gage staples,716"crown length each side of end joint) 4-3"x 0.131"nails;or - 4-3" 14 gage staples,716"crown 16d common(372"x 0.162") 16"o.c.face nail 3-10d common(3"x 0.148");or 14 Bottom plate to joist,rim joist,band joist, 16d box(372"x 0.135");or 3- 16d box(3'4"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- lOd box(3"x 0.128");or Toenail` 3" 14 gage staples,7,6"crown (see Section 2308.10.1 and Table 2308.10.1) 4-3"x 0.131"nails;or • • 2-16d common(3'/2"x 0.162");or 4-3" 14 gage staples,7t6"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, /16"crown 3-3"x 0.131"nails;or End nail 4-8d common(21/2"x 0.131");or 3-3" 14 gage staples,716"crown 4-10d box(3"x 0.128");or Toe nail Roof rafters to ridge,valley or hip rafters;or,roof 2- 16d box(3'/2"x 0.135");or 4-3"x 0.131"nails;or 7 rafter to 2-inch ridge board 4-3" 14 gage staples,716"crown;or g 3 lOd common(3"x 0.148");or 16 Stud to bottom plate , 3-16d box(3'/2"x 0.135");or 2- 16d common(372"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,7,6"crown 3-3" 14 gage staples,'/t6"crown 2- 16d common(3"2"x 0.162");or 17 Top or bottom plate to stud 3- lOd box(3"x 0.128");or End nail 3-3"x0.131"nails;or 3-3" 14 gage staples,'/!6"crown 2- 16d common(3'4"x 0.162");or 18 Top plates,laps at corners and intersections 3 lOd box(3"x 0.128");or Face nail • 3-3" x 0.131"nails;or 3-3" 14 gage staples,716"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,'/1fi"crown 20 1"x 6"sheathing to each bearing 2-8d common(2'/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 S I U. • • TABLE 2304.9.1-continued FASTENING SCHEDULE - FACIN(3 dF"FA� tJERS ° TABLE 2304.9.1-continued DESCRIPTION OF ,A° INTERMEDIATE BUILDING MATERIALS DESCRIPTION OF FASTENER SUbptSRtS FASTENING SCHEDULE ITEM EDGES(inches) (inches) DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER;4° I- SPACING r Floor Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to}�aihing, 6d common or deformed(2"x 0.113")(subfloor and wall) 6 • 12 3 8d common(2'/2"x 0.131");or 12 3- 1Od box(3"x 0.128");or 8d box or deformed(2'12"x 0.113") 6 22 Joist to sill,top plate,or girder Toe nail 12 3-3"x 0.131"nails;or 23/8" • x 0.113"nail(subfloor andwall) 6 3, 3" 14 gage staples,'/16"crown 31 3/8"-1/2" , 8 13/4" 16 gage staple, /16"crown(subfloor and wall) 4 8d common(2`/2"x 0.131");or 8 •Rim joist,band joist,or blocking to sill,top 10d box(3"x 0.128");or 6"o.c.toe nail 23/8"x 0.113"nail(roof) 4 23 plate or other framing below 3"x 0.131"nails;or 13/;' 16 gage staple,7t6"crown(roof) 3 6 3" 14 gage staples,7t6"crown . 8d common(2`12"x 0.131");or 6 12 24 1"x 6"subfloor or less to each joist 2 8d common(2`/2"x 0.131");or Face nail 6d deformed(2" x 0.113") • 2- 10d box(3"x 0.128'') 32 19/32"-,/4„ 23/8"x 0.113"nail;or 4 8 25 2"subfloor to joist or girder 2-16d common(31/2"x 0.162") Blind and face nail 2" 16 gage staple,'/t6"crown 26 2"planks(plank&beam-floor&roof) 2-16d common(3'4"x 0.162") At each bearing,face nail 32"o.c.face nail at top and bottom „_ t 10d common(3"x 0.148")nail;or 6 12 20d common(4"x 0.192") p 33 /$ 1 /4, 8d(2'/2'x 0.131")deformed nail staggered on opposite sides 1Od box(3"x 0.128");or O.C.face nail at top and bottom Other exterior wall sheathing° 3"x 0.131"nails;o� staggered on opposite sides t b 11/2"galvanized roofing nail,7/16"head diameter;or 3 6 27 Built-up girders and beams, -3" 14 gage staples,716"crown • 34 /2'fiberboard sheathing 1'/4" 16 gage staple,7/16"or 1"crown 2-inch lumber layers And: n 13,',galvanized roofing nail, /16"head diameter;or 3 6 2-20d common(4"x 0.192");or 35 23/32'fiberboard sheathing 11/2" 16 gage staple,''6"or 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,716"crown 8d common(2'/2"x 0.131");or 6 1 36 3/4" and less 6d deformed(2"x 0.113") 2 . 3-16d common(31/2"x 0.162");or 1 4- 1Od box(3"x 0.128");or At each joist or rafter,face nail 7 8d common(2'/Z"x 0.131");or 6 2 28 Ledger strip supporting joists or rafters 4-3"x 0.131"nails;or 37 /8 - 1" 8d deformed(2'/2"x O.I20")nail 4-3" 14 gage staples,716"crown 10d common(3"x 0.148");or 1 38 1'/e.,_ 11/4„ 1 6 2 3- 16d common(31/2'x 0.162");or 8d deformed(2/2"x 0-131")nail 4- 1Od 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 1 4-3" 14 gage staples,7/16"crown 6d corrosion-resistant siding(17/8"x 0.106");or 6 2 39 '/2"or less 6d corrosion-resistant casing 2-8d common(214"x 0.131");or 1 2- 10d box(3"x 0.128") s 8d corrosion-resistant siding(23/8"x 0.128");or 6 2 30 Bridging to joist Each end,toenail 40 4 8d corrosion-resistant resistant casing 2-3"x0.131"nails;or • 2-3" 14 gage staples,716"crown Interior paneling 4c1 casing(114"x 0.080");or 1 6 41 `/4" 4d finish(1'/2"x 0.072") 2 6d casing(1"x 0.099");or 1 42 3/s 6d finish(panel supports at 24") 6 2 . For SI: 1 inch=25.4 mm,1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 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). plate 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 p 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 1750 SW Skyline Blvd #221 Portland, Oregon 97221 • • REMOVABLE 22'-0' a'-ai. GUARDR4IL- , / (.104A ) 4.-1 2'-,1' TO CENTER OF Al ,... /COLUMNS ARCHITEC-T NOTE THAT ' TERMINATION OF ,- 12 HANDRAIL INTERFERES WITH ,i'.•• o ',1 El TMP.RAIL POST TO .''1. \- LANDING ACCESS----__ 0 34,r SFTRNITNGOE,R5TCREINZERs am ., .." 'Ma Z., Z Zi.. a _. —1 10- . - KL1 GUARDRAIL 1.:1----- 1 . C7Q9(1 ; - (j! I! ( 103A ) " N7 i ! 6 rIlimssimh UP MI MI i ;"? ,/• ,r/' -' ' I . - y.■■•■• 1 1 . ,STAIR LAND.NG . r• K2' ,''' .7 7 t---",. : C12.00.1 L s.- A . ',., ?- .../:-:::::.::".),-. ..,..,* ,,. -.--• I 1(9,,, " _A A' ..o IP .. - 10 15 TREADS.II' . 13'-?; ko 0 / 1,', -, L ANDING ••;:, ..e. 1,-, -',=-7no ,0 I ''. i in 12' •''' .1 .-,--.... C.4* •"4 .1 • ,'-'0i. 19'..O• .9 ..- COLuOINS ,,,UV C/C FBAR-\ FRAME ASST. STAIR ASS'M, ("7\ STAIR FLAN a FIRST FLOOR ( 101A ) &;1.';110.rz • A ' SIMEMUMEMMEIMIII C 102A ) ,.11_,/ SCALE:3i&• 0 STAIR SECTION El STAIR SECTION SCALE:3/S••I.-0. SCALE:3/S'.1.-0. 22.-0' a•-ei , 1- 4-I 2'-;I' 22-I. / p4'A STD.PIPE Ao/(F,,,•0 OD.)TYP. 1 3'-2i• ?,,,' / I'4'.STD.PIPE • .. (I,/,'o OD) 1 erxie ,, DOOR /i _4,• 1 CS 61 re.= =a 41=V Ar411■11111111V / I 2exLt3c tOD , I,,_., 1 ' graiMilismeemaeran -A.- III _A 11 (BY OTHERS) 0 4,) 11 %.0 BENT • 6 I ,1P4 0 0 .0 0 0 ROD Z 0 a) 0 WAGNER BRKT. i No.3418 WITH IU 4- 7 . ir . ■9 7 1"" LAG BOLT Orl 66 0 _, z..• 0 , • i„ •_, II - _I,f) lilt in 10 15 TREADS N II' . 13'-e• Q •,-_ 0 •—• / ' L. LAND - ING oT .1' 10V i0 0 CO • 1 eh RAIL DETAIL Mr SCALE.IV,'.(-0. 2 STAIR PLAN a SECOND FLOOR 11111111111111E icilill 2 SCALE:3/a•.r-er Inn, TOE PLATE 1 1, ,---- -Ell 9 RAIL SECTION irk RAIL SECTION ARCHITECT GUARDRAIL i SCALE:i'.,,'.l'-0' SI ' II MOVE DOOR 011% o r Ei MI ,—).„-- o HANDRAIL eAligio N• , I EhPfr (104C-) ...- J . , 1 04 ....„ - / 424;FLOOR mai , A TI ,.,.•—. a SAR LANDING C11,01 ..../ • ,'": ..,.-Oe I CAP WAfo WITH(2) '...0 1 \_.,-- 1 .... . -ISO x 0-1,4'(4325, EAT a .- ., ,„„ ,:.. . 13 .--,,, A ii , ,-/=., -.., COLUMNS -- FRA-IE ASST A 10.12-15 ISSUED FOR APPROVAL REVISION DATE _ DESCRIPTION lE,B•GONG 5-AB I -.-=. tv,.8,0/C REDAR C 101A ) 1 REF.DWGS.: VERIFICATION OF DIMENSIONS.DETAILS AND ba . 111.111111,i ETC.ARE REQUESTED WHERE INDICATED.IF EACH VERIFICATION IS NOT NOTED OTHERWLSE -*..RT''F'..g.CR 7—'—=-7----'—,.Pr" :----.---- ; I [TWILL BE ASSUMED TO BE CORRECT AS SHOWN. H5S2'/,x21/2 xY.x 0v-5. PROJECT:: ROGERS MACHINERY COMPANY,INC. L. L. SLEEVE SHOP ATTACHED 14650 SW 72ND AVENUE TO C12,20.1 PORTLAND,OREGON 97224 L3x3x'/..x V-2' THIS DWG.INCLUDES: STAIR PLANS AND DETAILS 14'-II ,ax Lo,(2)'/,'m EXP ANCHOR ' / ' - END ',..', ARCHITECT: -Viox._,x 0'-5'WITH CONTRACTOR: SM ANDERSON STAiR SECTION ;4)'4'.x 5',2 ExF,ANCL1ORS (HILTI K.3-TZ, ;1-1IL T I KE5-TZ)Tl.-r 1.-0' '--::_riCV4E3LE RAIL SECTION K CUSTOM 18625 SE BAKERS FERRY RD PH:503-630-7990 Fax:503-630-7888 SCALE 1,/,•.r_o• Fab BORING.OR 97009 Pgr.503-237-2600 m OL2015 T a., Oa,2015 ! a, c.. S..I-7 7,Lskm... 940 I 100 A DILL '.Jr IV&-■I CIN MIL 3. 28' PART LENGTH , ITEM QTY. MARK ITEM DESCRIPTION IOIA 2 LANDING FRAME FT. IN. REMARKS WT. I I. 3 3' 3" 3 I. dvm I 1, 4 I 4 alOI NS53x3x3/16 1 IO" 4500-G125 . 2 b101 N5S3x3x3/16 5 II WE, 4500-CsRB tr. 4 c101 N553x3x3/16 4 5 4500-GRB _ - i 113 ___________l'''mi v 4 PI iE3% x9 0 9 A36 4 P2 fE3xe x 61x2 0 9 A36 P2 4'-3' (KEEP HOLE-HOLE: ii31. P2 4-6 3- ( P2 P2 Alto --- FIELD BOLTS \ / 16 V. EXP. ANGN. 0 51/2 NILTI KB-TZ \ / TYP.) 0 `\ / �F 3/6V =19 I j BOTH\ \ / SIDE) TYP/ 3/6 \ c101 / \ / 4 \ / \ / nIct) \ / , 1 1 TYP. 3c6V 1' / ' 1 0AI\ r 8101— BOTH 8101 SIDES �o m TYP. 3�6 -, X GD 6101 cTl // ! z a 1 ..,e Ems° vu� Ni- I , 9.45 - / 2 4vi31 ( 3. �� z 5, // \ " v�r�...r• 8 / 44 \ G-°so^lW o \ DETAIL b101 / \ (2 - NSS3x3x3%x 8'-ll, i // cl0l \\ " A 10-12-IS ISSUED FOR APPROVAL i , REVISION DATE DESCRIPTION 1 / \ FABRICATION NOTES 1 MATERIALS WELDING REQUIREMENT PAINT HOLES Wide Flange Shapes:A992-GR50 Welding pen.AWS D1.1 No Paint U.N.O. P1 "vm Other Shapes 8 PL's:A36 Electrodes:AWS A5.1 or A5.5 t sic STD. 4'-5' I / PI Tube Steel:A500-GRB CLASS E70XX X x PRIMER U.N.O./ Steel Pipe:A53 GRADE B SURFACE PREPARATION Hot dipped 45 galvanized 8/ Other 3, 3, 3. 3. P1 i i i x � , /`PI REF.DWGS.: VERIFICATION OF DIMENSIONS.DETAILS,AND � / El ETC.ARE REQUESTED WHERE INDICATED.IF N /// ITAWILL BEIASSUMED TO BE CORRECT AS SHOWN. 3 *____• S.__.• PROJECT: ROGERS MACHINERY COMPANY,INC. 116 3, iqtq �Y v I — In 14650 SW 72ND AVENUE 16 } - 1 _ If- _I11—Il i 1,` .- .. ' V •.——.S . THIS DWG.INCLUDES: STAIR DETAILS t, ARCHITECT: DETAIL a 101 41. 4j' 4 ' 42' CONTRACTOR: SM ANDERSON (4 - 4S53x3x3i' x 4'-5°I s / � SECTION A-A PH:503�30-7990 CUSTOM BORING,G,OR BAKERS 97009 FERRY RD PH:503-630-7990 Fab BORING,OR 91009 Pgr:503-237-2600 ` 2 - LANDING SUPPORT FRAMES - 101A ...Nay DB ,0Y, GC, ES DBDETMUNGLLD oore: OcL,2015 orre:OCt.,2015. "'rw de1ai1O1Q 940 D101 A ITEM QTY. MARK ITEM DESCRIPTION ' FT NG�N REMARKS WT h102 e102 1024 IONS STAIR FRAME , a102R (BELOW) I_ I/I al02R/_ C12x20.1 16 3% 1 b102 Cl2x20.1 5 313if6 ■ . I 1,-102 Cl2x20.1 5 11/4 �__'__�- $V$SeaE 3 c102 HSS21x2x21/2x3/16 5 8 m �i�1 3 d l02 If?I/4 x 21x2 5 21 2 . I _---1 �1 Milli L 1J /� 2 P3 L3x3x1/4 0 8 FI02 4 P4 IE3'a x 61x2 0 9 P3 P4 ' (,cELOW) P4 - 13 BELOW (BELOW) A I e102 Cl2x20.1 5 3/16 , �^, (BELOW) ` 1 f102 fE Ix2x4 5 51% _: • p' F ;yg d .z s.s z;e= a> ¢ ? i"''sad minim` gi w` I 15 102 TRACTION TREAD 4 6 1 a .3 y5�{g�pppp 'I .s & °� C mpi ; IFt}i -:..�g':, or* a jinn witq 9 &}btL3iP a f�� ` S1 t D':f,Ak"a2..I1 :d'' "^9 �. 5..,", WM.s e . Z s'a a a I s' ,g', - •y A6- a.. gg 4;1 st s€'�asasla >I Fats 2aa a,o 6 s ss•EI<ea s is1la a6a's° 6s a+a a�si ? ' s`E6 wdS es 6.¢.' 3-tx..ss"s-a=8, I&la_? a• - ao saa- &3€ a a 60 /a'0 MB 0 1 A301 e i " 5 17102 TRACTION TREAD 4 10 � �;, a$ ;°R z§=' seat 4 �€�4' $�a1Rt�„+ � �� L___!,<�; §§°�i� ” `-VOW L !�`�1��§§9"�1ll��e�3�. � FIELD BOLTS @°,� `�a a"'° Myra`, .:,f �: I�g 8 'Ie�,': €i,1. �'�a• `3 1 a &Ye Yt 7a as a1a•. sa, p's 'a ,'=s3`, g620..g.g.Ag.-, N ti a s I. •4F f c 1 `;I i i� R,4 i bilk. slog` is .7is`-•sh1` aas;a 3 saa 3: 4 x2 EXP. ANCH. 0 i sa,,gzI si e a >,a #04 6 7a�S1e Spa Cis sssa s is„ =`=`- `s s> a m 4 2 HILT! fCB TZ I. 8 5/8'4 1-1513 0 13/4 A325 2 I 4'-Il2' k102 P3 BELOW 4'-10' •,3' , , „ .-, il, IC---i 0 �' '� �' ,� '� �' WELD GRATING TO -5--`r I c_— -- — 7n�� r BO HOENDSS REQUIRED P4 b102 (15 TOTAL) a102L _ (BELOW) I C(BELOW) 15 TREADS 9 II' 13'-9' I 5'-3A I �—. A. ' CLOSE END OF STRINGER I'a k ql 4, �1 Id, II "11tlj & 2' 2 9' 2 B WELD ALL AROUND 4 'i F 02 4A Ni_ GRIND SMOOTH,TYP. GP - - - - - - P4 TYP. 36 P4 GRIND - ,' � I I 4'-3' (KEEP) '6 SMOOTH .j" t TYP. .'/ ..\_11 -I 1�_4 > . 5,-0. r_ _ ,s - l '---- v ®� _ I elO2 J 11 /I SECTION C-C '/ 16 1 16 (ROTATED 90') / 3' 3 3'-12 3' 3' .--.-- TY . I{ P r P4 .'/ P4 3 eeD ,',%- �16 \ r j F7' TYP. 3 ON ,„,-",,,+,---.---26.I 4 .2- Ix4 a102R .'j'I°Vyu®I SHOP DRILL TH15 HOLE / FOR TREAD PLANK AFTER II' ''/ STRINGER JOINT WELD m - I°y V ®I IS COMPLETED 9 .- - b102 B e in N P-jla-----••-•®I ,/ A 10-12-15 ISSUED FOR APPROVAL LU p� `N REVISION DATE DESCRIPTION - — — — /3\93 l - --- — — �— - - - ---- FABRICATION NOTES - s ��'-� s=" p" ��" MATERIALS WELDING REQUIREMENT PAINT HOLES 9 / '/ ° ® 12 a 102E �� `• Wide Flange Shapes:4992-GR50 Welding per.AWS D7.1 No Paint U.N.O. Other Shapes 8 PL's:436 Electrodes:AWS 45.1 or 45.5 1 o STD. / �- • ® — Tuhe Steel:A500-GR B CLA$$E7DXX PRIMER U.N.O.X /, _ _ ___- Steel Pipe:453 GRADE B Hol dipped SURFACE PREPARATION 3i(6\>I-12 galvanized j.�.�.� ®, %, 1-12 Pq Other i I ' / P4 I. VERIFICATION OF DIMENSIONS,DETAILS.AND 3' 3' 3'-12 3'I3• REF.DINGS.: '/I° u ®I TREADS 4 LANDING: ' T •( , E1 ETC.ARE REQUESTED WHERE INDICATED.IF EACH VERIFICATION IS NOT NOTED OTHERWISE '% TRACTION TREAD PLANKS,12'WIDE x 2' THICK,II GA MATERIAL ITWILLBEASSTIONIS BECORRECTAERWISE SHOWN. 'i" wlru 3% o BUTTON uoLES AT srD.PATTERN. PROJECT t ROGERS MACHINERY COMPANY,INC. P3 /le""`"®� ATTACH TREADS TO STRINGER WITH(4)3%•41 MB x 0'-1'. 14650 SW 72ND AVENUE ,:1,-- ATTACH LANDING PLANKS TO LEDGER ANGLES WITH l4) PORTLAND,OREGON 97224 '�/ •J•CLIPS, INSTALL (1)MID-CLIP AT MIDDLE OF PLANK THIS DWG.INCLUDES: STAIR DETAILS .',1•------®I AS PER MANUFACTURER RECOMMENDATION. '% VIEW B-B ARCHITECT: ,1®' SECTION A-A CONTRACTOR: SM ANDERSON ,— T ice CUSTOM 16625 SE BAKERS FERRY RD PH:503-630-7990 1iI! r 346• ONE - STAIR FRAME ASSEMBLY - (024 BORING,OR 97009 Fax:503630.788 TYP. Fab Pgr-.503-237-2600 L 22' 5. WORK THIS DRAWING WITH DRAWING 102b •: DB °°`, CC '133 edbrietaicon D.T.BOct.,2015 DAM:Oat.,2015 DBDETAtt1NG LLC .wDETAIUNGU 940 102 a A ■ • Si• I_6;z• Y_1L 3_gl' 4'_a1• 5'-9 6'_107' �'-IIQ' S'-011�. Iv-Ia. II'-2j' 12'-3g' 13'-416 14'-516' 15'-'og'� 516' 16_� 16 1 8 16 16 8 _ - r 48, • 9. I_l , ,. Q7 _h0 __ ��_-_-_ _—___�_—_—_ _—_—_ —_—_—�_ .C__—_—_.�_—_—_ ,,:- ..,, o V 116 . 85 i, 8 - 1-18 2'-2' 3'216. q,_313. 5,_43, 6,_55. 1,_69. 8,_16. 9,_83. 10'-5q's II'-10(6' I2'-II�' 14'-0 IS'-08.� If-216• 3i. I6 ` 3 8 I� 8 5 32 RD 16 3 E, , DETAIL a1022/L U (I/I - Cl2x20.1 x 16'-3% ') DETAIL 62102 GUT TOP FLANGE (1 - C12x20.1 x 5'-313/16') AND GRIND FLUSH 1 TYP. I I la.,f/1a. la. I/lo. Ir6•,X f6 6 ,f, 2a. 5'-5 1 1 'I 56 2-4i, 2'-4 . 4. rm \ • ` IN a 102 . t DETAIL f 102 5 i. :'— ..°I! (1 - PI,�x4x5'-513,V) �,� M c1102 • TYP. '/e.• 5k 2 9g 5 2 /7„..f: o Ply ri-i ru L,-1 I I I (s-°so-lt. e DETAIL b102 A 0-12-I5 ISSUED FOR APPROVAL - ° (I - C12x20.1 x 5'-313{6') REVISION DATE DESCRIPTION FABRICATION NOTES I. MATERIALS WELDING REQUIREMENT PAINT HOLES DETAIL g 102 Wide Flange Shapes:A992-GR50 Welding per.AWS 01.1 No Paint U.N.O. (15 - TRACTION TREAD 12' x 2' - 1104) Other Shapes 8 PL's:A36 Electrodes:AWS A5.1 or 55.5 Tube Steel:A500-GR B CLASS E700X tsic STD.PRIMER U.N.0 x Steel Pipe:A53 GRADE B dipped Hot dl ed SURFACE PREPARATION 4'-10' galvanized / Other REF.DWGS.: VERIFICATION OF DIMENSIONS,DETAILS,AND E 1 ETC.ARE REQUESTED WHERE INDICATED.IF EACH VERIFICATION IS NOT NOTED OTHERWISE IT WILL BE ASSUMED TO BE CORRECT AS SHOWN. PROJECT: ROGERS MACHINERY COMPANY,INC. 14650 SW 72ND AVENUE PORTLAND,OREGON 97224 THIS DWG.INCLUDES: STAIR DETAILS N [ ARCHITECT: CONTRACTOR: SM ANDERSON ..- Ke CUSTOM 18625 SE BAKERS FERRY RD PH:503-630-7990 BORING,OR 97009 Fax:503-630-7888 Fab Pgr:503-237-2600 •" DETAIL h102 6. (5 - TRACTION PLANK 12' x 2' - 1104) WORK T1»I5 DRAWING WITI-I DRAWING 102a DRAWN eV. OB C M V er• G G re o oyAlaraiscsLC 940 102b /A\ DATE: Oct.,2015 WE:Cct.,?015 CLOSE END ITEM QTY. MARK ITEM DESCRIPTION FT LENGTH REMARKS WT. GRIND SMOOTH 1 O3A ONE STAIR FRAME N _ _ L/F STAIR STD PIPE IOI ± -r°- '— —11 — — ∎111 — • - - - --- - —Ih - - - - - - - - 111=1=0 a s v 0' 211° 3' 6i6° 5 P5 5/8'4, ROD O 33/4 BENT v \ \ \ �_ \ \ 114,'m STD PIPE 4 A - 1 A\ \ \ Siii \ \ r \ AO PS MUM= o ffl CO\ NNN 3,11*-874 ;'''31:;P'''- %4%1111,,..,, '''''N 3%V \ lifirdillik' \ V 11 ® 4 Ill op Pew i I1It SE CT. A A e 'v. 12 --..,,, !%11k4stlitINt, nv7 10-12-IS ISSUED FOR APOVAL REVISION DATE DESCRIPTION e FABRICATION NOTES MATERIALS WELDING REQUIREMENT PAINT HOLES Wide Flange Shapes:A992-GR50 Welding per.AWS D1.1 No Paint U.N.O. r•-im ,4 Other Shapes 8 PL's:A36 Electrodes:AWS A5.1 or A5.5 Tube Steel:A500-GR B CLASS E70XX +sic STD. — Steel Pipe:A53 GRADE B PRIMER U.N.O. • SURFACE PREPARATION Hot dipped r'1© galvanized Other TAIR NOSIN LINE REF.DWGS.: EEC.ARE REQUESTED ED WHERE DIMENSIONS.DETAILS, DI AITED.AND F E I ETC.ARE REQUESTED WHERE INDICATED.IF EACH VERIFICATION IS NOT NOTED OTHERWISE IT WILL BE ASSUMED TO BE CORRECT AS SHOWN. \ RETURN HANDRAIL TO POST,WELD ALL PROJECT: ROGERS MACHINERY COMPANY,INC. AROUND 8 GRIND 14650 SW 72ND AVENUE .IOU SMOOTH PORTLAND,OREGON 97224 THIS DWG.INCLUDES: STAIR DETAILS pr ' Ke ARCHITECT: 3'-416° 3'-46° 3'-46' II. CONTRACTOR: SM ANDERSON _ CUSTOM 18625 SE BAKERS FERRY RD PH:503-630-7888 BORING,OR 97009 Fax:503-630-7888 Fab Pgr:503-237-2600 ONE - STAIR GUARDRAIL ASSEMBLY - 103A oruww sr: DS cw.e ev' GC, mero /� U O,ecuot ism / \ a.E. Oct.,2015 w,r.oCt.,zols chnea+�^ 940 I03 1 2 1 3 I 4 1 5 I 6 1 7 I 8 I 9 I 10 I 11 1 12 1 13 14 1 15 1 16 ' 17 1 18 I 19 1 20 J / J I ,ir J Rogers Machinery P61 E Remodel Mechanical Exhaust Venting I H H MEN'S RESTROOM a A G WEATHER PROOF G HOOD DAMPERS (TYPICAL) MEN'S LOCKER ROOM WOMEN'S RESTROOM F V\ F a V V \ EXHAUST FANS E E 4"RIGID DUCTING(TYP.) F&I BY ELECTRICIAN ROUTED TURN WALL CONTRACTOR OF METAL BUILDING 120 CFM MAX. D D EXTERIOR P.E.M.B.WALL C ARJAE SHEETMETAL, INC., 10-2015 C 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 t A - ® ROGERS CORPORATE ENGINEERING CHECKED PROPOSED 2015 REMODEL P61 E .A. A MACHINERY 14650 S.W.72ND AVENUE SIZE B SCALE 1"=50' MECHANICAL EXHAUST VENTING M PORTLAND,OREGON 97224 SECTION 5.0,MECHANICAL DATA COMPANY, INC. www.rogers-machinery.com REV DATE BY CK DESCRIPTION SERIAL# (FROM RELIANT PLUMBING&MECHANICAL) SHEET 1 OF 1 I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 H:\10\Eng\DGN\F\2015 Remodel-P61 E\SECTION 5.0\SECTION 5.0_Mechanical Data.dgn 10/19/2015 .. T._.. .. _. _ I 1 2 3 4 } I 6 7 8 9 10 _-.. 13. . . I _14 15 16 17 ■ 18 19 11 12 2D i • PLUMBING LEGEND SYSTEM I 1 J DESIGN PIPE MATERIAL SCHEDULE _ CONSULTANTS Pc. J SERVICE ABOVE GROUND --- —" CW COLO WATER C MIN woo wt.'"%"° _ 3o1-I.F.IIN MI ZO eW ecw SEE Tax TOR COLD&HOT WATER EIPANYON PEX DVRNG FI1TW45 0i SArr( _— HW HOT WATER CONIINUATKIK. YAN11Tl.C1lIREP V VENT p� 11 SANITARY WASTE ABS DRY PIPE AND FITTINGS w WASTE ABOVE SLAB OR GRADE 4e� PrflJ,, "--.—.- —. W WASTE BELOW SLAB OR GRADE 1.`;'�o{, . '... _" �_ CbSt111G � SANITARY VENT ABS DVN PIPE AND FIT i1NGS s e CIO MLA'ROUT TO GRADE I FCO FLOOR CLEANOUi I I 1 ASK g�\ �—__•o wCO,CO WALL CLEANOVT,CLEANOUT Kt) ,�"''�y MING • '\ PROCESS GIN �— q F C.g1a�•-` SHUTOFF VALVE,BALL VALVE p PIPE UP [#1155 i Jl/1} 2'Cw - PIPE DOWN AFT- ABOVE FINISHED FLOOR REMOTE LUSTING CI DRAW TORN VALVE AFC ABOVE FINISHED GRADE I ON DOWN i I ISOLATION TAMS OMAN DOWN YKYE FV FLUSHVALVE N, tw TYPICAL N / vm VENT THROUGH RCAF WATER SERVICE PRESSURE E�DNGCWSUMO LOSS CALCULATIONS TM �TLOaa `caxtcr SM€su PER APPENDIX "A" UNIFORM PLUMBING CODE r-_I AS DIMING ICE FIXTURE LOAD SCHEDULE MNMW WATER SUPPLY PRESSURE•PRV 60 IVALVES FIXTURE CITY SAN FU• SAN TOTAL FLU H2O • M20 TOTAL Told FHB.UMb•--�_ -�_ 36 IWATER CLOSET(FV) 4 4 16 5 20 04.19A ripen Flew Rob(1 Volvo) 45 1 URINAL(FY) 2 2 4 4 B EI.+a1Mn Low-12 R.A.433 pM -5 G G f floe,Tank q -ps LAVATORY T t I 1 1 Roautrsd OpaeUn Pnwurs I -25 1 DOMESTIC WATER CONNECTION P.L.N..Lea.Available- for Brend PlDlnq-P41 62 ' SNN 1 2 � 2 1.5 1.3 Design Friction Lew-0.Y/100 N M R 62 SERYA'I SINK 1 3 3 3 3 AND ISOLATION DETAIL _ cow WATER HOT WATER i 1 WASNFOUNTAN I 2 1 2 2 WO E CPR FT fV• VELOCITY GPM FT• VELOCITY PQ.1 SCALE DIAGRAMMATIC DRINKING FOUNTAIN I - - 0.5 0.5 1/2' 5 6 0 B 4 4 6 ' �.. FLOOR ARAN 2 2 4 -` S 3/4' 12 16 0 5 9 12 s F BUILDING TOTAL --- --- 32 36 r 19 25 0 6 17 24 5 F • FROM TIIE OREGON PLUMBING SPEOALTY COOS APPENDIX A I-1/4' 29 51 12 B - 11-1/2" 41 W 30 B EXPANSION TANK Tal4�1w Y 10 275 146 B 1 __---- r3/4"CUP f( •Per Ong.PM1t27 SP•s 41 Cod.,APpawkl A -. w 0.IN rydwe FIp3q NMy1t T0.4 L Nappy WO erldw.d 6.114 THERMOMETER UMON.TTP—. E w E -----,,,....".11..... PLUMBING CONNECTION SCHEDULE E, CONNECTIONS - SYMI3l0_ DESCRwT1ON W V cw HN COYMLNTS A IATT E-SERFS TAU HEATER t ,I� LI RESUME STSEN OR EQUAL WC-1 WATER CLOSET 4' 2' 1' - FLOOR MOUNT,FLUSH VALVE ELEONCATE DON.NTH OPEN FRONT SEAT, 11 PgL:SS/TEMP J NKTAWb Al UPPER 1/3 MO LOSER WC-2 WATER CLOSET 4- 1' 1' - AOA.FLOOR MOUNT.FLUSH VALVE ELEONGATE BONE,MT1 OPEN FRONT SEAL REUEF VALVE 1/3 Cr KOOK.0115161014 CF WATER PIPE TO SERVICE KARI MAILED PER U-1 URINAL 2" 1-1/2- 3/4" - ADA,WALL MOON,FLUSH VALVE SINK HEATER MAMKACTURER'S NSTALLATICN _ AL�,�9A U-2 URINAL 2- 1-1/2' 1/2" ADA,WALL MOUN,FLUSH VALVE WE-1 WASNFCUNTTAN 2 1-1/4' 1/5 1/2" ADA,COUNTER MOUNTED OB .1:1 1_-1 LAVATORY COUNTER MOUNT 1-1/2" 1-1/4" 1/2" 1/2" ADA,COUTNER MOUNTED I D 1 0 STRAPPING MUST BE A DRAIN VµVE S-1 SINK 2' 1-1/2- 1/2- 1/Y AOA,.COU7NER MOUNTED IMANR7M OF 4'ABM ❑ a.-0. ."�LTSCATED FOR CO ENS EASY ACCESS FD-1 FLOOR GRAIN 2' 1-1/2' - - PRIME _ __fI I' _� 55-1 SERVICE{MOP)SINK 3' 2' 1/2" 1/2' ,FLOOR MOUNTED ._____�— __�....-...-.._._.. I I 1 C 19WATER HEATER DETAIL PLUMBING EQUIPMENT SCHEDULE Self:NTS SYMBOL DESCRIPTOR/ ELECTRICAL C 1YL-1 DICITOC WATER KEAIDO 50 CAL TAME NOM-RMLLIMEOUS 4500 WATT DDE11T GLASS L/ED S1Ef1 200 VOLT TAW(.MAGNESIA ANODE KO KT 7ENPERANRE TO 120 OEOVE3 F PROW(SOSwC AMONG 4500 WATT 7o-1/?DIMMER OR WRAY SPACE IE01FdEMTS W FELO. _ 1 PHASE (3 5 EXPANSION TANK: SHELL MTH POLTPROPILENE LINER. 2 GAL MN. TANG 0.£070. BASKS OF DESIGN: AMTROL S7-S PRV-1 PRESSURE RE0.N%NG VALVE. BASIS OF DE0CH: WATTS SERIES 223 8 6E0L'_1 R050(5?PRESSURE BACNFL0W PREVENTOR, LEAD FREE. 'a BASS OF DESIGN; WATTS LFOO9 PLUL0NG CONTRACTOR TO COORDNA1E ELECTRICAL REOLNREMENTS NTH GENERAI/ELECTRICAL CONTRACTOR PRIOR 70 PURCHASE OF EOUIPMENT «• r CORPORATE ENGINEERING . DRAWN NLB 120CT15 ROGERS MACHINERY COMPANY, INC, DRAWING NUMBER A tl a: , E+:a; CHECKED GCB PROPOSED-2615 REMODEL P61 E A 14650 S W 72ND AVENUE PLAN VIEW-GROUND LEVEL PO.1 Di 7 MACHINERY — _ _ _ -_--- SIZE B SCALE 1/2A=1-O" PORTLAND,OREGON 97224 ,� COMPANY,INC. WWW.fO9er5 maChifl2ry.COfl1 !REV DATE BY CK DESCRIPTION S E R L# SHEET 1 OF 3 ._._ - --- - _..._.... 2 3 4 5 6 7 8 9 IQ • 11 _. tY .... iJ 1 14 15 16 IT I 18 L 19 1...__.... _ REFERENCE ONLY NOT APPROVED WITH THIS PERMIT 1 1 1 1 19 r 1.' 1 2 .__ IT _ , 3 1 4 5 6 • a 1 9 10 11 • 12 13 I 14 • 15 6 7 8 1 20• , II %SYSTEM .4, , /Ilk DESIGN J r r.4 C CONSU_TANTS IV 2 WOO ot,221110 Moitt,... 129.2., 11711.1 tC 1 IF NO-0,1-4031•t*I.-%14 1,...._, 7.-1% , i 1/.1. ;\ „...1-fri- -- 1, I I . q44 et ,;,,,,,, MIRES 1 i/t5 F ■ • —- -- -- — ____ _ — • . I , ...-.4 [ 1 i ' 1 ' , 1 , , i ' • i ■ , 1-- - , H I 11. H • ! • ' 1 __ _ ____ 1 ' •--, .• ---- - iir_2 L=1 • --- 1 . 132.1 G * 1--Ifecw, vAwirwP2vOr - 4111111k I 1 002DI In4 91ID PAID ARRLS,04../ • HANNER ARRESTOR, -. PANEL , • 1 r _ ,_,New Vt/ACCESS PANEL VeCW ■ .,1.1 [17 -----'64 ! . - ev, efr uu 0 ii, 0 (1)().::::. j F TV • • . -•- .1.W. .1 lt•-"--- F ''------' I , — . 1 ,---- 1 Irc are...- B.,-.1 I sw _ , .1 •ft\ I i 1 . 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DRAWING NUMBER • A Rt f`'' •E --, CORPORATE ENGINEERING ,A r , MACHINERY 14650 S.W.72ND AVENUE PORTLAND.OREGON 97224 CHECKED SIZE B GCB ' SCALE 1/2"=1'-0" PROPOSED-2015 REMODEL P61E PLAN VIEW-GROUND LEVEL P1 .1 4. IIA. COMPANY,INC. ww.rogers-machinery.com REV DATE , BY CK DESCRIPTION SERIAL# SHEET 3 OF 3 :'. 3 4 5 1.. 7 8 9 IS 11 12 13 14 15 16 17 18 19 20 REFERENCE ONLY NOT APPROVED WITH THIS PERMIT I I , i I S T 4 T i I s I ' T s I I [ u 1 U I Q I u I 1. I s I is 1 ,7 j v j 1 I x ( PROPRIETARY *,.S MSC S T4EPROPUTTY OF ROLL A1/4111N TT CO QC I L01AIEO WRIST TO RE1.9JI%PON DES NO TILE 10114 sues Neva 59.n OR TRAMS r2W MY kA.`.:a%hi Ran Rkt1YED 10 D-db CR PALVTOM S AL —4.--- DOOR SCHEDULE —4.--- ® t+ 4'4'� ID# Aiif. l DESCRIPTION 1 I 3-6•x r-tr I I 2 3 3`-0'%r-0' -� C.�._- , s 1 I2fiXSS' -— WINDOW SCI4EDULE /' I �t 1 1 2 16-0 'X 4%V — eassn L-e. --11 I D = (c,-,1 \ ) rd t-6• I ra- r$ r tril 40" WIESIVIIIPIRP ,,,..„. o � 1 IIIK I a :: Cl-e A -7- . .4.,,1_, (, //, �—z��1--:d—•1�—ra—•1 ROM offiel".....V2 -N.,,j//. r`-.--.--.......7"`-•■41.1 a e T�-Q i rd—F•i+—2d •I�7s M 174' �� F 8 Ill_.i CrVA s r SLIUnCf .=fE7 t oN ! � I � so F E OPTION aR�� L� II ® Mal I I T172' is ."As.;I j ( l D j` ®s .l.—� t s— I�TI II )1( 1I s� -- Ir H � , i II C �I .— m�Ieet>wA,w — ._...- w.7J6+—_—.----I e PLUMBING LAYOUT GROUND LEVEL — GENERAL NOTE: ALL DIMENSIONS ARE IN INCHES UNLESS NOTED- RO ROGERS 2 00JUN15 LCE RE-POSTITIONE D ROOMS&UPDATED ALL DIM ALL RELATED DIM DRAWN L ECHOLS 01JUN15 ROGERS MACHINERY COMPANY,INC. DRAWING HUMBER I A CORPORATE 2ND AVENUE E 1 29PAAYI5 LCE ADDED DOOR SCHEE,.&SYMBOLS.NOTE PLUMBING UNDER CHECKED PROPOSED-2015 REMODEL ROE A MACHINERY p' S n ORED N 9 PLUMBING LAYOUT-GROUND LEVEL F0003I X.2 �,A4fl,t�R�Cx,N 9722s STAIRS.Ri=MOVED LOCKERS.NOTE FUTURE SINK UPSTAIRS. WE B } SCALE t:so COMPANY,INC. vrim.rogers-rrathnery.trm REV DATE BY CK DESCRIPTION r SERA RMC DWG.No. F00031X2) SHEET4OFS s • 1 • 1 t 1--- S I I i I I S - - I, 1 - , U 4 - 0®1111111110=1 1 7 E.IA NCE REFERE ON NUT APPROVED WITH THIS PERMIT LY I I 7 z [ 1 1 4 1 I 1 i 1 1 1 ' I I I W i l l i u n 11 32 PROPRIETARY Dr;MOT r3 TIiCI? 14.0.F:.J 1WOOF-4Y 05 12 G 11 GAh1G UAW 10 I':,KY 440.1 C31W<'0.t T47S'i`Mt. Tw91$flLGOR6X4 rtr. J RER,aw, c ucr R7CPl', iWI7l IQU@ftFfi- '1. • �Cf Tff'o PG1K1'i'S+AMflltTE71 7'-0• -..,p.-- Q __ DOORSOMME' • A1df.I D TION z-0 "ems ua I'S 1" 1 3.6'XT-0' I O I - 2 3 130'xT-0' 0 3 1 I2sxs- ra • I WINDOW SCHEDULE IDs I ANT: DESORPTION 1 12 !6-0'x4.0 — 3: w i ®6.a- : 1p 01,j. c �: t7 •f.`,J CON 24F., E M ' " 11 Tn- — ® I ' 0. Y-T `• T-T UV 1•-1C s�ss ! '' "'-*-- ..:____. • . LIT 6- Of 1" F F 0 • 17-0* _ s-0'xsa i itJV D ` +._______ }1—a-0, r-r AT F IsHIO RAOR .:,, s C I c 7Y-1 I — a PLAN VIEW-2ND LEVEL ,— GENERAL NOTE ALL DIMENSIONS ARE IN INCHES UNLESS NOTED: o ROGERS CORPORATE ENGINEERING 2 08JUN15 LCE • • RE-POS1TONEDROOMSSUPDATEDALLDIM ALL RELATED.DIM. 'ORAWN LECHOLS.. . 01JUN15 ROGERS MACHINERY COMPANY,INC. DRAWING NUMBER A 14650 SW.72ND AVENUE 1 2SMAY15 ICE mow DOOR SCI4ED-&SYMBOLS:NOTE PLUMBING UNDER CMECIED PROPOSED-2015 REMODEL P61E FQQ 031X.2 A MACHINERY _ PLAN HEW 2ND LEVEL PORn ArID,OREGON 9x124 sTAiRS,"REMOVED t vc s:NOTE:FUTURE SW(UPSTAIRS. s>2� _ s 1 8CxL�E 1 ° (RM C DWG. N o. F 000 31X.2) SKEET a OF 5 >H COMPANY,INC. wWW.tOgesS IBglcom REY GATE BY CK 01St tIPTION w 7 n I', SER I c i u I w I cc i n i w I ■ i m 1 I I 4 I r I t I 7 1 e I 1 I E.1B METER --1200A • �1 01 MAIN BREAKER PGE I TERMINATION PGE 1 SECTION TRANSFORMER I 480/277V 750KVA 304w FUTURE) 900A 1 — A v 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. • 1000 AMP MLO 3e 4w 70A i 1 i b 1 ) 150A ) 100A ) 400A ) 900A ) 30 • 30 - SPARE. SPACE. 30 PANEL LP1 2'FLEX 1'EMT 3e 200 AMP (4)2/0 \ (3)#4 TRANSFORMER (3)3'EMT (1)#4 R (1)#8 MB F 3-500 MCM ALUM.PER PHASE 240/120V 45KVA 3-4/0 COPPER GRD. 3o 4W 480V TO ■ 240/120V J ?EMT PANEL H1 (4)2/0c \t' W 1 BUILDING 150 AMP /(1)#4c I RESTROOMS (5)10 230V STEEL MLO 1 1 E OUTLETS 1 480/277V I c I i 3o 4W TEST STAND CONTROL WORKSTATION CABINET OWNER OUTLETS SUPPLIED OREGON EC s HEATERS LIGHTS 1'EMT GROUP a (4)#6 " ,/ (1)#B DOORS " >,.K.<..Mn o. —,%,....,k.,. E Rogers Machinery ALL EXISTING 14650 n 50 SW 7 d Ave WAREHOUSE REFERENCE ONLY t LOADS RELABELED NOT APPROVED WITH THIS PERMIT � z Warehouse #3 G PANEL H2 J 1 LOADS 5 x PROJECT NO. QED- • • DRAWN BY E cH:.Q By DATE iv i LN.AREHOUSE 5 DATE EDITED : March 015 % .- FILE 1. I ,:=,c[1. \Dada--nt4\0—Nc \l \Roli; Mochn.N v\Rc,p , 6..iftvns v.14,3