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Plans 1 1 211___ 3 I 4 5 I 6 I 7 I 8 I 9 1 10 _I 11 15 I 12 I 13 I 14 I I 16 1 17 1 18 I 19 I 20 PROPRIETARY THIS PRINT IS THE PROPERTY OF ROGERS MACHINERY CO. AND IS LOANED SUBJECT TO RETURN UPON DEMAND.TITLE J SAME TRANSFERRED REASON ALL RIGHTS RESERVED TO DESIGN OR J INVENTION. SW BONITA ROAD REPRODUCTION OF THIS PRINT PROHIBITED- N S 89° 24' 01" E 435.47' _ _ LEGEND .�� 9SPACES - — — — — — — — ------ ----- GATE �` V VISITOR I---r — —j—"—" \ HC ADA HANDICAP 19 SPACES —_— I 1 I \I WITH ACCESS BUFFER I / � I ! r H i i i I l 1 l illy i of r--- m 3 SPACES,(1 HC) I N I I i — H I W a Q w I \1 H I H I Ell I CO — - co Q _ 1 `, �I IS RECEIVED — i ` /2\ 1 1 — — — PORTLAND — - i 1`1 i MAR 2 4 2015 — BRANCH I ____ 1 --, OF TIGARD G i - - m�— I I ° BUILDING DIVISION G ICC::1� a — .Q L1.1 01 I o 1 Cr os — a L I o , — co A — — 11 f I 1 6 SPACES ` /� cm V — w — — %/. 6 SPACES, a \� r���!�L� N I — ¢ (1V,1 HC) m I c� ,�, �x!*� rC�( F 0 l� r I W I F I N _ N o 1 I o —� /2\NEW DUMPSTER � ` m AIR RECEIVER ON 48"X 48"X18"PAD E 1 8 SPACES E H Ililil11 E 1 2SPACES PRODUCTION SHOP w I w W _ W C) • 1 I Q CITY OF 1'IGARD W � °' — WAREHOUSE #3 i 11 VIEWED FOR CODE COMPLIAN«,. D W I N — PARTS ! p> a: i�� 1 LOBBY WAREHOUSE 1 gfrc: I I a I M CORPORATE i �t#: O l�-C�AA3.7 0 • ' i ka>�E: 14 . 1 st .a PARTS I co I i I Mite#: WAREHOUSE #4 j '� DatesZ , � SHIPPING '' .NP.-C> co.— I -> 5 SPACES I '-'-' S 88°48' 16" E 479.16' OFFICE COPY B B A A ® ROGERS CORPORATE ENGINEERING DRAWN L.ECHOLS 25NOV14 ROGERS MACHINERY COMPANY, INC DRAWING NUMBER 14650 S.W.72ND AVENUE 2 12MAR15 LCE FW ADD LOCATION FOR AIR RECEIVER.REMOVED FLEET VEHICLE PARKING CHECKED CORPORATE AND PORTLAND BRANCH F00023X.2 A MACHINERY PORTLAND,OREGON 97224 1 03FEB15 LCE FW UPDATED INFORMATION.ADDED"FLEET VEHICLES". SIZE B SCALE 1"=50' SITE MAP EXISTING LAYOUT-PARKING COMPANY, INC. www.rogers-machinery.com REV DATE BY CK DESCRIPTION SERIAL# SHEET 2 OF 2 1 2 3 4 5 6 7 9 j 10 1_ 11 r 12 i 13 I 14 15 16 17 �_ 18 I 19 I 20 T- H:110\Eng\DGN\F\F00023X.0_CORP-2015 Warehouse Remodel-SITE.dgn 3/20/2015 1 I 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 18 19 20 Il 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.AU.RIGHTS RESERVED TO DESIGN OR INVENTION. � E!) REPRODUCTION OF THIS PRINT PROHIBITED. LEGEND V VISITOR HC ADA HANDICAP WITH ACCESS BUFFER DUMPSTER I CATCH BASIN OE NEW -9* 7 TRENCH FOR H COMIC WATER LINE vin 1 35'-.00" 1 I P61 E G i 1 P61 F 35' UNDERGROUND SCH80 PVC 1-1/2" WATER LINE TO BE INSTALLED E WAREHOUSE #4 D D I C B A - ® ROGERS CORPORATE ENGINEERING DRAWN L.ECHOLS ' 20MAR15 ROGERS MACHINERY COMPANY, INC DRAWING NUMBER MACHINERY 14650 S.W.72ND AVENUE CHECKED 2015 P61E(WAREHOUSE#3 REMODEL) F0�027X.0 A PORTLAND,OREGON 97224 SIZE , B 1 SCALE 1"=50' PLUMBING-SITE MAP r L COMPANY, INC. www.rogers-machinery.com REV DATE BY CK DESCRIPTION SERIAL# _ SHEET 2 OF 3 1 2 I 3 I 4 I 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 H:\10\Eng\DGN\F\F00027X.0_CORP-2015 P61E,SITE, PLUMBING.dgn 3/20/2015 - RECEIVED • MAR 24 2015 CITY OF TIGARD BUILDING nL/ISION it [ 12 24 54� Structural DRAWINGS Ctl ROGERS MACHINERY (Portland OR is' j- 1 24 1[8 �------- r---- [ 613 J 77 14650 SW 72nd Avenue Portland, OR. Y > [ 1956 ] Footing for Cooling Tower 4[100] MPT INLET 9'-6 2" �a- C 2908 O� 1 [25] MPT - MAKE-UP \� 5 7/8 _ DESIGN LOADS: ASCE-7 (10) 4 [100] MPT [ 14g ] ;'- 2[50] MPT OUnF-T.� � \ / OVERFLOW 37 1/2 r ! [ 953 Wind: 120 mph (Exposure B) 19 3 Seismic: Ss = 0.968 [ 502 I DRAINM� �. I Max Soil Brg Pressure = 1500 psf 4>T4117 . I 3 L [ 330 ] c�54 p� p� 1014 LI:66,- [ 1118 [ 76 ] � ^� `[ 2601 5 1 8 �^ © 616 yr, ac 41-1/2" ._� 1 `CQNI� [ 1232 ] FACE2 11EXPI.RD=NeimglawatEcaluliA":1_21-1.... Job No. 6448 TIM COVERT P.E. STRUCTURAL ENGINEER - 1750 SW Skyline Blvd #221 Portland, Oregon 97221 Phone:(503) 228-0426 Tim Covert P.E. Structural Engineer 1750 SW Skyline Blvd #221 S 1 Portland, Oregon 97221 . FOOTING SCHEDULE: Capacities based on 1500 psf 1 r c ,,, 0 5'-0" square x 18" thick 37,500 lbs. with (5) #4 each way at 2" clear of top. EXISTING BUILDING with (5) #4 each way at 3" clear of bottom. - . - < it • Co-0 4, s b- . Materials: Concrete 3000 psi at 28 days * L _` co I 1T'Slump (ftg) 3 to 5 Portland Cement C-150 �5-1/2 sacks per cubic yard \ - _Aggregates per C-33 ` 3/4" maximum aggregate size Existing door 0Q1 I 0 Water per C-94 landing pad. . Concrete Temperature 50-90 F • • Air Entrained 5-7% 4% s. pit New footing and pad • Note: The concrete supplier shall assume full responsibility for Cooling Tower. for the mix design and the overall performance of the concrete. 0 . 0. Rebar ASTM A615 Grade 40 . . 0 • • * fc = 2500 psi ... No Special Inspection required. . FOOTING PLAN ew - 3/32 = 1 `- 011 . 4guCTUR7(60 PROF( 99381 Tim Covert P.E. �� OREGON Structural Engineer , 22.%9r 1 S2 750 SW Skyline Blvd #221 7,4 CovV-� Portland, Oregon 97221 RENEWS 12-31-15 5 !a " s6z. (Mtn) 8�g 4 3/4, it 81/8q• l' ' 0 It CAL— O t t )3 .'GT b : © °Stt4. '---)60 sQ ,33( t * I• SY&" 433 " gja « 5/8" diameter x 16" • anchor bolts — L (5 ) 14. OA .lA ASTM A307 (0 1) .PP 4 B oM Project 3". (`9 =� , 0 i ...-.-.. . r , , ______t_i_..:_t___,_7 C•1 --. / i i / //. f / N �� a� l / l l ' N otz{A l_. (,JAS E-4-t s, T? p. c,% e . = 5/8" diameter x 16" s o c a u R anchor bolts PROFF ' ASTM A307 g . ��EO s � SGINg�`r�� Project 3". a Tim Covert P.E. ��� .9381 �r �`9 Structural Engineer `-'-"` 1750 SW Skyline Blvd #221 OREGON - 5/8" dia. Expansion S 3 Portland, Oregon 97221 -0,,.22.,,,, bolts okay. Embed 2-3/4" (min). 1/4 COVOk RENEWS 12-31-15