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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/27/2018OWNER DESIGN/BUILD FIRE SPRINKLER CONTRACTOR: drawn RRW date LEGAL DESCRIPTION HANSON PROPERTIES 11 LLC HARVEY & PRICE filed 86365 COLLEGE VIEW RD. 2015 NUGGET WAY TAX MAP: 18-03-03-14 EUGENE, OR 97405 EUGENE, OR 97403 TAX LOT: 2000 & 2001 541-747-4269 CONTACT: TODD MATTHEWS CONTACT: NILES HANSON 541-746-1621 ADDRESS: 4884 FRANKLIN BOULEVARD EMAIL: niles@nwstamping.com EMAIL:tmafthews@harveyandprice.com ZONING: EMPLOYMENT MIXED-USE (GLENWOOD) TENANT DESIGN/BUILD ELECTRICAL CONTRACTOR: PROJECT DESCRIPTION EXISTING CONDITIONS: TWO STRUCTURES ROSEN SUNVISOR SYSTEMS J13 ELECTRIC PROPOSED CONDITIONS: A CONCRETE TILT UP ADDITION OFF OF THE EXISTING 86365 COLLEGE VIEW ROAD 3847 MEADOWVIEW DR. STRUCTURES EUGENE, OR 97405 EUGENE, OR 97408 541-747-0034 541-687-5770 CONTACT: NILES HANSON CONTACT: JOHN BRUMBACK USES OF ADJACENT LAND EMAIL: niles@nwstamping.com EMAIL: john@jbelectric.com NORTH, SOUTH, & EAST: EMPLOYMENT MIXED-USE (GLENWOOD) WEST: LIGHT MEDIUM INDUSTRIAL CIVIL & STRUCTURAL ENGINEERS DESIGN/BUILD PLUMBING CONTRACTOR: SSW ENGINEERS, INC BROTHERS PLUMBING 2350 OAKMONT WAY, SUITE 105 P.O. BOX 262 EUGENE, OR 97401 LOWELL, OR 97452 541-485-8383 CONTACT: EDWIN EASTER ENGINEER OF RECORD: MICHAEL COX, P.E. 541-937-2994 CONTACT: BECKY WILTSE EMAIL: edwin@brothers-plumbing.com EMAIL: beckyw@ssweningeers.com GENERAL CONTRACTOR DESIGN/BUILD MECHANICAL CONTRACTOR: ORDELL CONSTRUCTION, LLC INNOVATIVE AIR 29771 EAST ENID ROAD 5120 FRANKLIN BOULEVARD EUGENE, OR 97402 SUITE 7 541-747-8734 EUGENE, OR 97403 CONTACT: STEVE PORTER 541-746-1040 EMAIL: Sporter@ordellconstruction.com CONTACT: CHRIS O'SHEEDY EMAIL: chris@innovative-air.com VICINITY MAP GO.0 SCALE: NOT TO SCALE N SITE �1� 1�"�DIO� pry V,wSen susiv)"SW 5t�sv_fn P� \ � k 'MMOM Original Submittal—E)D_ PRELIM. 'FOR CONSTRUCT ONLY 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com REVISIONS date by TITLE SHEET, PROJECT INFO, job 18-7555 drawn RRW date 06/27/18 checked filed __ of -- ELEVATION NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF SPRINGFIELD DATUM. BENCHMARK USED WAS CITY BENCHMARK NO. 600, A BRASS CAP IN THE CURB NEAR THE SW CORNER OF NUGGET WAY AND MCVAY HIGHWAY (ALSO KNOWN AS FRANKLIN BOULEVARD) ON THE SOUTH SIDE OF NUGGET WAY, 21 FEET WEST OF THE END OF CURB AND 3.5 FEET NORTH OF A POWER POLE. ELEVATION = 449.374 (NAVD '88 DATUM) • ��JGIi�>�I��j� THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES THAT A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. EASEMENT NOTES: EASEMENTS AND RESTRICTIONS PER CHICAGO TITLE INSURANCE COMPANY POLICY NO. 73106-52225: A. PUBLIC UTILITY EASEMENTS OVER THE NORTHERLY, WESTERLY AND SOUTHERLY 5.00 FEET AS SET FORTH BY THE PLAT. (THE LOCATION OF THESE EASEMENTS ARE SHOWN AND NOTED HEREON). B. ACCESS RESTRICTIONS AND SLOPE EASEMENT GRANTED TO STATE OF OREGON BY INSTRUMENT RECORDED MARCH 9, 1966, RECEPTION NO. 39389, AND BY INSTRUMENTS RECORDED MARCH 27, 1968, RECEPTION NOS. 18222 AND 18824, AND AS MODIFIED BY THAT INDENTURE OF ACCESS RECORDED SEPTEMBER 14, 2000, RECEPTION NO. 2000-053332, LANE COUNTY OFFICIAL RECORDS. (THE LOCATION OF THE 10.00 FOOT WIDE SLOPE EASEMENT AND THE LOCATION OF APPROVED ACCESS RIGHTS ARE SHOWN AND NOTED HEREON). C. UNDERGROUND UTILITY EASEMENT GRANTED TO THE CITY OF EUGENE BY INSTRUMENT RECORDED AUGUST 6, 1969, RECEPTION NO. 76323, LANE COUNTY OFFICIAL RECORDS. (THIS EASEMENT IS FOR THAT PORTION OF EXISTING UTILITIES THAT FALL OUTSIDE OF THE 5.00 FOOT PUBLIC UTILITY EASEMENT). D. COVENANTS, CONDITIONS AND RESTRICTIONS IN DECLARATION RECORDED FEBRUARY 29, 1996, RECEPTION NO. 9613731, LANE COUNTY OFFICIAL RECORDS. UTILITY NOTE: UTILITY LOCATIONS SHOWN HEREON ARE BASED ON A COMBINATION OF FIELD SURVEY OF OBSERVABLE EVIDENCE, UTILITY COMPANY LOCATION MAPS AND PAINT, AND OLD CONSTRUCTION PLANS AND ARE SUBJECT TO VERIFICATION. LOT 2I LOT 1 S 88'51'25" E 5'—P.U.E. \ Hs -- GAS GAS Gps Z � GPS CATCH BASIN � GP`' GRATE = 437.90 MANHOLE O CSi 427.83 - cNs- 427.86 GPS/ �— PS ST ST ST GPs��c----- --- \ E pE E E E E E E E E E JE %\�\�S� ASPHALT _ O % W . \ , s� F [- I. IN. T om 90S>> y' /V 41i LOT 1 / �qs --- LOT 1 WWww WW WW POSSIBLE LOCATION OF \ EXISTING WASTEWATER LINE s BASED ON OLD PLANS AND CITY INFORMATION. VERIFY. CURVE C2 R = 70.00' A =43' 14'05" L = 52.82' CH = 51.58' N 30°52'02" W CURVE C1 R = 25.00' A = 80' 18'00" L = 35.04' CH = 32.24' N 49'24'00" W WASTEWATER MANHOLE RIM = 437.56 FL 10 NW = 428.28 FL 10" S = 428.28 GAS TAX LOT 2000 EXISTING BUILDING D U S T R I A � SEE EASEMENT OTE C 1 � � o" 5' P.U.E. T E T " o• M 0: WW WW WW WW WW --=– �' Z 3w OW �a — GAS G GAS GAS GAS GAS GAS GAS — – OHW OH OHW OHW OHW OHW 0 OHW OHI" WASTEWATER MANHOLE RIM = 437.94 FL 10" N = 428.46 FL 8" E = 428.46 FL 8" S = 428.52 FL 8" W = 428.54 EXISTING CONDITIONS 0 10' 20' 40' 60' N SCALE: I"= 20'-0" ow EXISTING WATER VALVE pwM EXISTING WATER METER -� EXISTING FIRE HYDRANT ❑Wv EXISTING WATER VAULT Q EXISTING STORMWATER MANHOLE ® EXISTING CATCH BASIN E-- EXISTING CURB INLET ® EXISTING WASTEWATER MANHOLE oco EXISTING CLEANOUT OG EXISTING GAS VALVE O MW SEE EASEMENT NOTE C + 3 89'33'00" W 1_ 338.57' EXISTING BUILDING T 2001 �o – WW wW wW WW WW VVYJ WW WW W N G G�- E T W A Y GAS GAS GAS GAS G GAS GAS GAS GAS — OHW OHW OHW0 PP OHW OHW nuw nuw ,., 10 EXISTING ELECTRIC METER OPP EXISTING POWER POLE ❑ EV EXISTING ELECTRIC VAULT Q ET EXISTING ELECTRIC TRANSFORMER E-- EXISTING POWER POLE GUY ANCHOR •B EXISTING BOLLARD a EXISTING r © FH GAS METER ® EXISTING TELECOMMUNICATIONS RISER oMw EXISTING MONITORING WELL w --4 -4 0 -� I AS P HALT Z y o0 � —T, `. f: Z 41. { Ln rri I r } € I (n Ln PPI d T T T T T i T T T 0 ,o � �a Z 0 n 3 O WN i I C I l0 1 M i A S P H A LT N C 10.00 FOOT SLOPE �y EASEMENT. SEE EASEMENT NOTE B N w \ , .R A C T CA \ sti '2o�s TAX LOT 2002 A S P H A L T (O.D.O.T.) I II 3I� II o B 1' – WW wW wW WW WW VVYJ WW WW W N G G�- E T W A Y GAS GAS GAS GAS G GAS GAS GAS GAS — OHW OHW OHW0 PP OHW OHW nuw nuw ,., 10 EXISTING ELECTRIC METER OPP EXISTING POWER POLE ❑ EV EXISTING ELECTRIC VAULT Q ET EXISTING ELECTRIC TRANSFORMER E-- EXISTING POWER POLE GUY ANCHOR •B EXISTING BOLLARD a EXISTING SIGN AS NOTED © EXISTING GAS METER ® EXISTING TELECOMMUNICATIONS RISER oMw EXISTING MONITORING WELL ELEC PED I � � I I � c� o VAUL W f w w T T Ta --- E W w E W E I I � G9 x — WW WW WW WW WW WW WW wW wW wW wW WW — CITY OF SPRINGFIELD GAS GAS GAS GAS GAS GAS WASTEWATER MANHOLE RIM = 442.22 FL 8" W = 429.13 FL 8" S = 429.34 FL 8" E = 429.14 -o- 0 o EXISTING HANDRAIL OR CHAIN LINK FENCE LINE ST EXISTING STORMWATER PIPE (SIZE AS NOTED) WW EXISTING WASTEWATER PIPE (SIZE AS NOTED) GAS EXISTING NATURAL GAS LINE W EXISTING WATER LINE (SIZE AS NOTED) E EXISTING UNDERGROUND ELECTRIC LINE OHw EXISTING OVERHEAD WIRES) T EXISTING TELEPHONE LINE BENCHMARK #600 GAS GAS GAS GAS H OHW OHW OHW OH rI a. O x PP h� DENOTES EXISTING CONCRETE SURFACE •% EXISTING DECIDUOUS TREE (SIZE AS NOTED) EXISTING CONIFEROUS TREE (SIZE AS NOTED) P.U.E. DENOTES PUBLIC UTILITY EASEMENT R.O.W. DENOTES RIGHT–OF–WAY O.D.O.T. DENOTES OREGON DEPT OF TRANSPORTATION CON X11- lg'41�010R- p(I5 t�eue,�vr�'`t Issues rr�-E--hn� Date Received JUN 27 2018 Original Submittal PP PRELIM. NOT FOR CONSTRUCTION ONLY EN61NEE INC CIVIL -STRUCTURAL BUILDING DESIGN SURVEYINGe LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com VJ s s 0 J0 L L �--- _ W W 0 v C5 m®m�W U) = zow \--� W z _��zE- 1,= ZzWv J� �F- UWz Q VJ LL. O LL. Z b- V C0 WU)gt' z Q REVISIONS date by SITE DEVELOPMENT PLAN job 18-7555 drawn RRW date 06/27/18 checked MAC filed SHEET -- of -- E= C z a 0 LOT 2 LOT 1 C H Z (I 0 W S� .3 wo \ (� coo . \ tU1 ' o IN, o • QP ti \ � 2g, EXISTING DRIVEWAY TO REMAIN n �3� h 4 \ PROPOSED LOCATION OF NEW 24' DRIVEWAY CURVE C2 R = 70.00' A = 43' 14'05" L = 52'82' EXISTING DRIVEWAY TO CH = 51.58'BE CLOSED N 30'52'02" W CURVE C1 R = 25.00' A = 80' 18'00" L = 35.04' CH = 32.24' N 49°24'00" W S 88°51'25" E 5' P.U.E. f R O w x X x x x x x x x x x x x x x x x x x x x x x x x Z ' x x x x x x x x x x x x x x x x x x x x x x x x x x x x TAX LOT 2000 D U S T R TRUCK DOCK TRASH ENCLOSURE EXISTING BUILDING A L BUILDING EXPANSION POSSIBLE STORMWATER TREATMENT TAX APPROXIMATELY 975 SQ. FT. SEE EASEMENT NOTE C SEE EASEMENT NOTE C N 89-93-7-007'—W 338.57' EXISTING BUILDING T 2001 W A Y U)91 rmn 0 In r� z on Z 0,10 m0 -0 Ln C 0 O rn tn SnU�S sus J SITE DEVELOPMENT PLAN 0 10' 20' 40' 60' N Date Received iMMMMMMMMINIa SCALE: 1" = 20'-0" JUN 27 2118 Original Submittal OPP PRELIM. NOT FOR CONSTRUCTION ONLY SSW �l EN61NEER&C CIVIL -STRUCTURAL- BUILDING DESIGN SURVEYING,, LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com U) N. tL ®WO LL E_ W (D U) Zi—W � z W L1 CI,) -J Mo z �a O � Qmry�//'f/ r.��zow —` U) I LLI Z W��zII I�-Zz�� (� U)9 W Z < LL O LLZd- U /W 00 w 0 LL1 qzT z REVISIONS date by SITE DEVELOPMENT PLAN job 18-7555 drawn RRW date 06/27/18 checked MAC filed SHEET -- of -- z a N U G G E M T W A Y U)91 rmn 0 In r� z on Z 0,10 m0 -0 Ln C 0 O rn tn SnU�S sus J SITE DEVELOPMENT PLAN 0 10' 20' 40' 60' N Date Received iMMMMMMMMINIa SCALE: 1" = 20'-0" JUN 27 2118 Original Submittal OPP PRELIM. NOT FOR CONSTRUCTION ONLY SSW �l EN61NEER&C CIVIL -STRUCTURAL- BUILDING DESIGN SURVEYING,, LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com U) N. tL ®WO LL E_ W (D U) Zi—W � z W L1 CI,) -J Mo z �a O � Qmry�//'f/ r.��zow —` U) I LLI Z W��zII I�-Zz�� (� U)9 W Z < LL O LLZd- U /W 00 w 0 LL1 qzT z REVISIONS date by SITE DEVELOPMENT PLAN job 18-7555 drawn RRW date 06/27/18 checked MAC filed SHEET -- of -- 10- zb .D 6r: G F E D C B A T T T T A& T T T i x w,OOF FRAMING PLAN 41 0 4' 81 12' 16' 20' 1 � SCALE: 1/8" = 1'-0" � �� Com Deu-c-Loplc n+ (S�;WS ?'36en 'W)VSG)r s9stlms N L+ � ko Date Received JUN 2 7 2018 original Submittal --ay-y- rPR E L I M. NOT FOR CONSTRUCTION ON LY SSW EN INEE N CIVIL - STRUCTURAL- BUILDING DESIGN SURVEYING* LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com 0 UJ U. rn > z z W W C)Ce6) Z .J Ct < 0�01 0 CY) r CO ,� Cl) —J U) z 0 W LLJ >SezF- F-zzWO U.1- < c� U) 9 W Z LL 0 LJL Zt LLJ 00 00 U-1 It z® REVISIONS date by ROOF FRAMING PLAN job 18-7555-1 drawn RRW I date 06/27/181 checked MAC filed SHEET of MEZZANINE FRAMING PLAN 41 0 41 81 12' 16' 20' SCALE: 1/8" = 1'-0" G F �'0.C.. . . . . —r�6.. I I Ic') 77 Te I T T T D C B A TE T II II I I--------- 44 — — — — — — — — — ------ -- — — — — — — — — — — - A Ck Date Received JUN 27 2018 original Submiftal—�(� HEADER SCHEDULE HEADER ID MATERIAL JAMB TYPE HANGER (IF REQ'D) DETAIL H1 (1) 5.5x10.5 GLB 6x6 Column ACE6 1/S7.1 H2 (3) 2x10 (1) King & (2) Jack ACE6 2/S7.1 H2 ALT (1) 6x10 R & (2) Jack (1) Kin. ACE6 2/S7.1 H3 (2) 2x6 (1) King & (1) Jack NONE 3/S7.1 H4 W z W> z (3) 2x10 (1) King & (1) Jack ACE6 2/S7.1 PR E L I M. r NOT FOR CONSTRUCTION ONLY SSW EN INEE ,, CIVIL - STRUCTURAL- BUILDING DESIGN SURVEYING e LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com U) Owo LL ry >- > z z UJ W J CV -d) U) Z 0 D 0 00 CO U) 0 U) z U) W z W> z �-ZzWc� � U) Wo U. 0 LL Z It LU 00 00 Lu U) mt z® REVISIONS date by MEZZANINE FRAMING PLAN job 18-7555 drawn RRW date 06/12/18 checked MAC filed SHEET 01p of v.s CRIPPLE STUD% @ 16" O.C., TYP GLB 5 1/2x10 1/� SIMPSON STRC ACE6, TYP. 6x6 POST, TYP. 2x6 WALL STUD @ 16" O.C., TYP. BOTTOM PLATE z� <<z C 2 VY 0 HEADER1 HEADE- OO RWAY WINDOW HEADER 1 FRAMING ELEVATION 21 0 21 4' 61 81 10, SCALE: 1/4" = 1'-0" TYP. CRIPPLE STUD CRIPPLE STUDS @ 16'. O.C., TYP @ 16" O.C., TYP. (3) 2x10 OR (1) E GL13 5 1/2x10 1/2 SIMPSON STRO SIMPSON STRONG -TIE ACE6, TYP. ACE6, TYP. (2) 2x6 JACK STI 6x6 POST, TYP. TYP. SURVEYING a LAND USE PLANNING (1) 2x6 KING STt 2x6 KING STUD, TYP. Eugene, Oregon 97401 2x6 WALL STUD 2x6 WALL STUD @ 16.. O.C., TYP. @ 16" O.C., TYP. BOTTOM PLATE HEADER2 HEADER DOORWAY WINDOW DOUBLE TOP PLATE, TYP. CRIPPLE STUDS @ 16" O.C., TYP. (3) 2x10 OR (1) 6x10 SIMPSON STRONG -TIE ACE6, TYP. (2) 2x6 JACK STUDS, TYP. 2x6 KING STUD, TYP. 2x6 WALL STUD @ 16" O.C., TYP. CRIPPLE STUD @ 16.. O.C., TYP (2) 2x6 HEADER 2x6 KING STUD, 2x6 JACK STUD, 2x6 WALL STUD @ 161, O.C., TYP. BOTTOM PLATE 2HEADER 2 & 4 FRAMING ELEVATION 3 S7.1 �l 0 2' 4' 6' 8' 10'S7.1 SCALE: 1/4" = 1'-0" HEADER3 HEADER3 DOORWAY WINDOW HEADER 3 FRAMING ELEVATION 21 0 21 4' 61 8' 10, le%U,tS CRIPPLE STUDS @ 16.. O.C., TYP. (2) 2x6 HEADER 2x6 JACK STUD, TYP. 2x6 KING STUD, TYP. 2x6 WALL STUD @ 16" O.C., TYP. BOTTOM PLATE, TYP. Date Received JUN 27 2M 04nal Subdittal—V-2— PRELIM. NOT FOR CONSTRUCTION ONLY N 0,ll0l",'..z­­­ ........ ......... .... . . EN (NEES,,, CIVIL - STRUCTURAL- BUILDING DESIGN SURVEYING a LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 WVO/W.Sswengineers.com U) N. Z> 0 LL ry > z ZW W bU) J Z ::) .J ry 0 It < U) 0 0 U) ®/ z > .J W Z �Zz�U < D U) wZ < H 0 U_ z "1 0 �W0000 UJ Nt z 0 0� REVISIONS date by FRAMING DETAILS job 18-75551 drawn RRW date 06/27/18 checked MAC filed SHEET of -- OVERALL FLOOR PLAN A1.0 4' 0 4' 8' 12' 16' 20' SCALE: 1/8" = 1'-0" N n L 611) p9 Sdos -tcac)�-Cw 1s5ues mtjo KOS-6n SUr\oSo-K 6�54f-M PO I 0� W JUN 2'7 2013 PRELIM. NOT FOR CONSTRUCTION ONLY EN 1 NEE RM CIVIL -STRUCTURAL* BUILDING DESIGN SURVEYING a LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com U) 0 LL ry (1) > z Z UJ W 0 < 0 M U) W 0 –J U) z . U) d— z W> z �ZZ < D W Z < H 0 LL z "t 0 �W0000 LU z 0 REVISIONS date by OVERALL FLOOR PLAN job 18-7555 drawn RRW date 06/27/18 checked MAC filed SHEET 1 0 (B of -- A1.1 J 4' 0 41 8' 12' 16' 20' SCALE: 1/8" = 1'-0" fl- � c (q � ��- is- uookc)�--fes upuvfA,Oyrn-F-- ��5ufs mcvhnj V,Ouf-,\ sUA\A50( 1;U3svC-ff5 M � ok�o Ifidginal Submittal—S)LL— PRELIM. NOT FOR CONSTRUCTION ONLY SSW ENGINESR ,N, CIVIL - STRUCTURAL- BUILDING DESIGN SURVEYING s LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com U) 0 UJ LL z>—> z W UJ C) U) Ce6) U) Z ry 0 0 U) 000 W U) z —J U)LLi W > z W F- F -z C) Z(D < :) F- L) U) 9Wz < H 0 LL Z "1. 0 UJ Own W Nil z® ry F77EVISIONS date by DIMENSIONED FLOOR PLAN job 18-7555 drawn RRW date 06/27/18 checked MAC filed SHEET E) of -- GF E D C B A T L------- L ---------------------- -------------- I D D D D +25'-7 1/2" T.O. WALL -- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - 4 -- - - - - - - - - - - - - - - - - - - SOUTH ELEVATION 41 0 41 81 12' 16' 20' SCALE: 1/8" = l' -O" 23 4 6 8 T5 T4 N Wei WEST ELEVATION I I 0 41 81 12' 16' 20' M � +11'-11 3/8" T.O. MEZZANINE e, CLVY3 g1t- Nq - ouoko- Kc bevwvrnwt lcssms to r' 1 P9q0�to t p ae ec6lved JUN 27 241 OriginalSubfAtal PRELIM. NOT FOR CONSTRUCTION ONLY EN INEE ,NC CIVIL -STRUCTURAL- BUILDING DESIGN SURVEYING& LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com V 0 LJ 0 LL > z Z W W t < 0 0 D CIO CO U) -J U) z 0 W- W > LLiz I I z F- W (.) F- z z 0 < U) W Z U. 0 U. z 'l. 0 LLJ 0000 W U) qt z 0 0� REVISIONS date by BUILDING ELEVATIONS Job 18-7555 drawn RRW date 06/27/18 checked MAC filed SHEET 1200 -- of -- +11'-11 3/8" T.O. MEZZANINE 9 8 T 6 5 4 3 2 T7 26" RED -L @ 32" O.C. W/ R-27 RIGID GLB 8 3/4 x 39, TYP. NEW ADDITION WALL, INSULATION, 3/4" PLYWOOD AND NOT ET DESIGNED- SINGE-PLY ESIGNEDSINGE-PLY MEMBRANE ROOF, TYP. I r I I 34" RED -S @ 24" O.C. W1 3/4" PLYWOOD LENS BUFFING LENS PRODUCTION BUILDING SECTION 41 0 41 81 12' 16' 20' SCALE: 1/8" = 1'-0" 24" RED -S @ 24" O.C. W1 3/4" PLYWOOD SEWING ROOM 2x12 @ 16" O.C. - W/ 3/4" PLYWOOD 43 Date Received JUN 27 2018 Original Submiftal—_qn— 11" PRELIM. NOT FOR CONSTRUCTION ONLY ........... ............... ENGINEERSIN CIVIL -STRUCTURAL- BUILDING DESIGN SURVEYING,, LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com U) 0 U. ry U) < > z Zi- W ce) (1) 0 6 Z ry 0 U) 0 _j U) U) zow Wz > Z �ZZWU < D CJ) W Z < LL 0 LL z 't 0 Uj Coo U) qqt z 0 ry FREVISIONS date by BUILDING SECTIONS job 18-75551 drawn RRW date 06/27/18 checked MAC filed SHEET 100(B of --