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HomeMy WebLinkAboutPlan, Tentative APPLICANT 9/29/2016LO a Oj m Cu co 00 CD 3 m 3 0 0 3 c_ T L w O c 0 v 0 0 cn 0 cv 6 5 51 3 2 0 0 is NOTES= C GENERAL- 1. DO NOT SCALE DRAWINGS, USE DIMENSIONS. VERIFY ALL DIMENSIONS PRIOR TO BEGINNING CON5TRUCTION. CONTRACTOR 514ALL NOTIFY ENGINEER WITHIN 24 HOURS OF FINDING ANY D15CREPANCIES BETWEEN PLANS AND EXI5TING CONDITIONS. 2. REFERENCES TO "ENGINEER' CONTAINED ON CIVIL PLANS HEREIN REFER TO GEOMAX, INC. BUILDING PLANS REFER TO GEOMAX, INC. GEOMAX, INC. 15 THE OF RECORD. C 51TE- 1. ALL CONSTRUCTION AND MATERIALS 5HALL CONFORM TO THESE PLANS AND THE LATEST CITY OF EUGENE -AMENDED OREGON 5TANDARD 5PECIFICATION5 FOR PUBLIC WORKS CONSTRUCTION. THE LATEST UNIFORM PLUMBING CODE, THE LATEST OREGON STRUCTURAL SPECIALTY CODE, AND OTHER APPLICABLE 5TANDARD5. 2. CONTRACTOR 5HALL CONFIRM ALL ITEMS OF WORK NOT SHOWN ON THE PLAN AND ALL TH05E NECE55ARY FOR 5UCCE55FUL, SAFE COMPLETION OF THIS PROJECT A5 REQUIRED BY THE CITY OF SPRINGFIELD DEVELOPMENT CODE AND PUBLIC WORKS OR APWA 5TANDARD5. 3. THE CONTRACTOR 5HALL NOT PERFORM WORK WITHOUT CITY IN5PECTION5 WHERE IN5PECTION5 ARE REQUIRED. 4. REQUE5T5 BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE ENGINEER : AND THE GENERAL CONTRACTOR BEFORE ANY CHANGE5 ARE IMPLEMENTED. 5. ATTENTION- OREGON LAUD REQUIRES THE CONTRACTOR TO FOLLOW RJLE5 ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. TH05E RULES ARE 5ET FORTH IN OAR 952-001-0010 THRU OAR 952-001-0090, YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE- THE PHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER 15 503-232.1981 OR 800-332-3244.) LTD. BU5 STOP VICINITY MAi=:> m SITE C F 15C S. 20th STREET S F DRINGFIELID, OR t,4X LOT, 11 03-3ro-42- 05200 ZONING: CC GOMMUNItI' COMMERCIAL GODS ANALYSIS CODES- 2014 055C, 2015 CITY OF 5PRINGFIELD DEVELOPMENT CODE 51TE ZONING= CC U5E7 RENTAL 5HOP i5PACE5 LOT 51ZE- 26880 5d FT. IMPERVIOUS AREA- BUILDING= 11160 5Q. FT, PARKIN(3/51DEUJALK5- 11946 5Q.FT. ToTAW 23760 5Q. FT. PERCENTAGE OF LANG PED AREA: 12go 2014 055C G CHAPTER 3 OCCUPANCY. F-1 CHAPTER 4 ALLOWABLE AREA PER BUILDNG- 15500 5Q. FT., 2 STORY SHEET ACTUAL AREA- 12,316 SQ. FT. CHAPTER 6 BUILDING TYPE- TYPE it -B CHAPTER 6 mkE RE515TANCE BASED ON SETBACK- LE55 THAN 5'- 2 HR. SHEET 5' To 10'- 1 HR., 10' OR GREATER N.R. CHAPTER 1 ALLOWABLE AREA UNSPRINKLERED- 12000 5Q. FT. NO FIRE ALARM. SHEET eAREA SEPARATION REQUIRED IF UN5PRINKLERED) CHAPTER 1 kopE WALL REQUIREMENTS- F -I; 3 HR, 6 CENTER OF BUILDING SHEET (0ENETRATION5 ALLOWED UNDER 055C 114.3.1 EXCEPTION 2) CHAPTER 10 OCCUPANT LOAD PER UNIT- (300 SQ. FT. / OCC.) OCCUPANCY OF LARGEST UNIT=1 CHAPTER 10 1" kAN5 OF EGRE55 REQ: 1 AT 1/2" ABOVE DRIVEWAY ELEV. CHAPTER 11 ACCE5515IL1TY. ADA ACCE551BLE HARDWARE WILL BE INSTALLED 6 Q EAcw 5PACE. CHAPTER 11 AbA RESTROOM MECHANICAL- VENT FAN CADET HEATER. CHAPTER 16 N CHAPTER ll A $T RE5TiROOM5 REQUIRED- 1 UN15EX ADA COMPLIANT. NEC ELECTRICAL 5Y5TEM- RE5TROOM5 $ EXTERIOR LIGHTING Q DEFERRED 5UBMITTAL (DE51GN 4 COMCHECK BY ELEC. CONTRACTOR) MAIN ST W W W ROt /WD r 'r W Q Z N wy ?a Z W� ASTER ST z �t z VICINITY MAi=:> m SITE C F 15C S. 20th STREET S F DRINGFIELID, OR t,4X LOT, 11 03-3ro-42- 05200 ZONING: CC GOMMUNItI' COMMERCIAL GODS ANALYSIS CODES- 2014 055C, 2015 CITY OF 5PRINGFIELD DEVELOPMENT CODE 51TE ZONING= CC U5E7 RENTAL 5HOP i5PACE5 LOT 51ZE- 26880 5d FT. IMPERVIOUS AREA- BUILDING= 11160 5Q. FT, PARKIN(3/51DEUJALK5- 11946 5Q.FT. ToTAW 23760 5Q. FT. PERCENTAGE OF LANG PED AREA: 12go 2014 055C G CHAPTER 3 OCCUPANCY. F-1 CHAPTER 4 ALLOWABLE AREA PER BUILDNG- 15500 5Q. FT., 2 STORY SHEET ACTUAL AREA- 12,316 SQ. FT. CHAPTER 6 BUILDING TYPE- TYPE it -B CHAPTER 6 mkE RE515TANCE BASED ON SETBACK- LE55 THAN 5'- 2 HR. SHEET 5' To 10'- 1 HR., 10' OR GREATER N.R. CHAPTER 1 ALLOWABLE AREA UNSPRINKLERED- 12000 5Q. FT. NO FIRE ALARM. SHEET eAREA SEPARATION REQUIRED IF UN5PRINKLERED) CHAPTER 1 kopE WALL REQUIREMENTS- F -I; 3 HR, 6 CENTER OF BUILDING SHEET (0ENETRATION5 ALLOWED UNDER 055C 114.3.1 EXCEPTION 2) CHAPTER 10 OCCUPANT LOAD PER UNIT- (300 SQ. FT. / OCC.) OCCUPANCY OF LARGEST UNIT=1 CHAPTER 10 1" kAN5 OF EGRE55 REQ: 1 AT 1/2" ABOVE DRIVEWAY ELEV. CHAPTER 11 ACCE5515IL1TY. ADA ACCE551BLE HARDWARE WILL BE INSTALLED 6 Q EAcw 5PACE. CHAPTER 11 AbA RESTROOM MECHANICAL- VENT FAN CADET HEATER. CHAPTER 16 SEE DE51GN CRITERIA. CHAPTER ll SEE STATEMENT OF SPECIAL IN5PECTION5. CHAPTER 29 RE5TiROOM5 REQUIRED- 1 UN15EX ADA COMPLIANT. NEC ELECTRICAL 5Y5TEM- RE5TROOM5 $ EXTERIOR LIGHTING Q DEFERRED 5UBMITTAL (DE51GN 4 COMCHECK BY ELEC. CONTRACTOR) IDES I GN CRITERIA A. R15K CATAGORY- 11 B. WIND EXP08URE- B C. BA51C WIND SPEED- 120 (055C FIGURE 1609A) D. DE51GN SPECTRAL RE5PON5E ACCELERATION PARAMETERS- 5d5=0.5939 IE 5A51C FORCE RE515TING 5Y5TEM5- LIGHT FRAMED (COLD -FORMED STEEL) WITH SHEAR WALL5. F. DESIGN BASE 5HEAR5- Cs x WEIGHT OF DE51GN AREA 5EE DESIGN CALCULATIONS G. SEISMIC RE5PON5E COEFFICIENTS- Cs=0.1482 H. RE5PON5E MODIFICATION COEFFICIENT- R=6.5, R2 (GWB) 1. ANALY315 PROCEDURE USED- EQUIVALENT LATERAL FORCE PROCEDURE 5TATEMENT OF SPEC I AL I N5FECT I OSIS 1. PERIODIC INSPECTION OF INSTALLATION OF EXPANSION ANCHORS RED HEAD ANCHORS, ANCHOR BOLTS OR EPDXIED IN PLACE BOLTS. A. ANCHOR TYPE B. ANCHOR DIMEN51ON3 C. HOLE CLEANING PROCEDURE D. EMBEDMENT DEPTH E. CONCRETE TYPE, COMPRE551VE 5TRENGTH 4 THICKNE55 F. HOLE 51ZE G. ANCHOR SPACING 4 EDGE D15TANCE H. INSTALLATION TORQUE 1. TYPE OF ADHESIVE 4 EXPIRATION DATE J. COMPLIANCE WITH MFR. INSTALLATION IN5TRUCTION5 SHEET INDEX SHEET T1 SHEET CEI SHEET CE2 SHEET CE3 SHEET CE4 SHEET CE5 SHEET A] SHEET A2 SHEET SD 1 SHEET Cell SHEET L51 H i'fl"LE PAGE EXISTING CONDITIONS 517E LAYOUT GRADING PLAN UTILITY PLAN STREET PLAN -PROFILE FLOOR 4 FOUNDATION PLANS ELEVATIONS, REST ROOM DETAILS 5tRUG7URAL DETAILS GENERAL GON57RUGtION NOTES LANDSCAPE PLAN llevv0000 I� enc ttiNowa� J 2 7 OREGON vU<Y 22, 190 /ACNgtD D• ¢�G EXP. 12/31/16 z 0 DATE 8I3i/ib DE5IGNER R.L.G. CHECKED BY R.U.R. FILE NO. Q014T.D,UG PROJECT NO. ,ftI�YL! SHEET NO. T i K 0 7 5 rd 3 I Q U += w Q �Lu Q W W W W Q Z N ?a Z W� z z Q DATE 8I3i/ib DE5IGNER R.L.G. CHECKED BY R.U.R. FILE NO. Q014T.D,UG PROJECT NO. ,ftI�YL! SHEET NO. T i K 0 7 5 rd 3 I U += w � �Lu N DATE 8I3i/ib DE5IGNER R.L.G. CHECKED BY R.U.R. FILE NO. Q014T.D,UG PROJECT NO. ,ftI�YL! SHEET NO. T i K 0 7 5 rd 3 I I= - a fl. - , F P 2 9 'ZOJ6 3t. Lo 0 N M "'I' co cu C3. cn 10 m 3 W a 0 i En oy c_ 3 ro c_ O T L N E 0 c 0 v r� C) O CD �I C) 0 I 9 0 k, K z CLd U d z LU Si I C C PP 1.01 rr I ` 16' ALLEY 210.00' I HP, EXT. WALL _I N 89059' E 224.0' A NEW TRANSFORMER 9 UNDERGROUND POWER � i L=IPP 15.0' 20 a — T.L. 11-03-36-42-- 05100 = METER BASE r: PROPOSED 1 HR. EXT. WALL p BUILDING (' • . ' ' , 10920 SQ. FT. -A (` AREA LIGHT AREA L{ HT p Z°I" JARV15 WMFT-2 JARV15 WMFT 50 V. J p OR EQUAL OR Er. JAL p a HEIGHT=12' HEIG =12' Z : z.. , fgm _ .n.77. e. :♦ ..td ` Q e• \<Ji CONC. 5 W • d — ° ° TRASH • EN�LCO° !RE : F .(off Z AREA- [ 1N 1 t'1Ch0 Q' I : IMfi?ERYfOUS . RE . i3U. L D'. L BIC'i'CL'PARK1NC�z; :RARKINGJ;3IDEWALKS�.-1194.6.5Q: 1 :o E: " . :LANb5CAPEP ARE ­12%;' -- A; CV (, ir TYP: a SCALE, 1"=20 SITE ADDRESS= 156 S. 20th ST. .24 17 L / J. ° ! y cU 'ai OWNER DAN M LLC 1. _ 1 JWK PARK BLOCKS LLC ADDRESS WORK — ° d 1 PHONE 2051 WHY Y LN. :.;Mt', • o 188.0' ^$ EUGENE, OR 91405 Q � .a '°. °.' MAP-* ii -03'36-42 i ° Ll 5 LONG. S/W Q ° LIGHT POLE LOT= 05200 EX. EDGE OF GRAVEL__. '. GRASSY SWALE O NEW A/C PAYINCi' cv �... -, -------�'— ' EXISTING GRAVEL ROAD EX. MAIL BOXES / EX. EDGE OF GRAVEL OWN — as ItzONE STREET LIGHT O PP O PP NOTE5 1. IMPERVIOUS AREA: BUILDING: 11160 SQ. FT. PARKING/SIDEWALKS 11946 SQ. FT. LANDSCAPED AREA- 12go 2. A 1' PUBLIC UTILITY EASEMENT WILL BE GRANTED ALONG THE SOUTH AND EAST PROPERTY LINES 3. REPLACE STREET LIGHT HEAD W/ LED LIGHT PER SUB 0 J LEGEND O SDMH ® CATCH BA61N (NEW) ® CATCH BASIN (EXIST-) DRAINAGE DIRECTION • DOWNSPOUT (NEW) AREA DRAIN (NEW) 0 ELECTRICAL VAULT (Eva —o FENCE (EXIST.) --o-- FENCE (NEW) FIRE HYDRANT (EXIST.) FIRE HYDRANT (NEW ) GAS (EXIST.) GROUND CONTOUR (EXIST.) . FINISHED GRADE SPOT ELEVATION EXISTING GRADE ELEVATION MANHOLE (NEW) • SANITARY SEWER CLEAN OUT (NEW) O S.S.C.O. (EXIST.) 0 SANITARY MANHOLE (EXIST.) �J STORM DRAIN MANHOLE (EX15T.) [n TELEPHONE R15ER a WATER METER BOX (EXIST) ® WATER METER BOX, (NEW) Ml WATER VALVE (NEW) N WATER VALVE (EXIST.) YARD LIGHT (NEW) YARD LIGHT (EXIST.) 12 NUMBER OF PARKING SPACES AD AREA DRAIN G.O. CLEAN OUT CPE CORRUGATED POLYETHYLENE D"x" STORM DRAIN, X" 41 (EXIST.) E.O.P. EDGE OF PAVEMENT EX. EXISTING F.H. FIRE HYDRANT G.Y. GATE VALVE L.F. LINEAR FEET Lt LEFT M.B. METER BOX M.N. MAN HOLE PUE PUBLIC UTILITY EASEMENT RT RIGHT S= SLOPE S"x" EXIST. x" O SANITARY SEWER S"x"P EXIST. x"41 PRESSURE SANITARY SEWER S.D. STORM DRAIN S.I. STREET INTERSECTION S.S. SAN. SEW. SS # SRV. SANITARY SEWER SERVICE "W/ C.O. STA STATION STD. STANDARD S"x" SAN. SEWER MAIN X" 10 (EXIST-) T.B. THRUST BLOCK TEMP. TEMPORARY TFC TOP FACE CURB T.L. TRAFFIC LID UP UTILITY POLE V.B. VALVE BOX W/L WATER LINE W/M WATER METER W.S. WATER SERVICE LINE, CORP. STOP, ANGLE STOP $ M.B.. SEE DETAIL 408 W"x" WATER MAIN X" 0 (EX{ST.) W.V. WATER VALVE DS DOWNSPOUT R Le, L)D p 1`1P2(La- 00049 S��-� Pl�vt Review 'AVS r'Y� Jn t�uvr'leX� K � PR�O'F£jf\ 1�9N40 3�E OREGONs�oy�l +C �pOH�tY 22, qL0 0• EXP. 12/31/16 WE � 4 _ C H Q �Q Q www � I E--{ p W F—I E-4 Co z 0 U� z iu J U += L11 � Lu N 0111111111 � 4 _ C H Q �Q Q www � I E--{ p W F—I E-4 Co z 0 U� z iu J U += L11 � Lu N DATE 8/31/10 DESIGNER RL.C. CHECKED BY RD.R FILE NO. Q014CE1.DWG PROJECT NO. Lf�rkl)zmm SHEET NO. CE 2 1 0 7 0 5 0 2 0 0 SDMH TE=411.9 I S MH TE 411.93 ST qDMH TE=412.0 I i �' PP SSMH TE=4 Q05 411.50 410.99 0, 4-10.21 410.21 C' 16' ALLEY 410.52 19 CO TE=410.84 a 411.11 411.00 1 ® 470.21 411.56 5" CONIC. S/W 411.11 411.31 A/C PAVING 41J.3 P�17 /ZI-1,-44 411 4-1.22 4-1.65 19 G a SCALE= 1"=20' SITE ADDRESS= 156 S. 20th ST. �� 411.02 41102 411. / / /� 41 O2 r411.1r03 I OWNER DAN M, LLC 411.9 JWK PARK BLOCKS LLC _ _ _ lid I 411.68 ADDRESS 2051 WHY WORRY LN. 410.21 , x.10.40 � - - - - - - 410.94 INFILTRATION BASIN 411.69 - - - - - -/T o � EUGENE, OR 91405 4V CB 5" CONC. S/W J Uig MAP- 11-03-3b-42 -411.38 411.19 / O 4 OLE LOT= 05200 410.58 14 - ...-----.---_.. --- `__�----------------------------.---------- -----_..--_ T =411.52 411.12 411.34 '< 411.11 /---------------------------------------------------.-----_ ----- 411.18 / ® ---.----------.----------------- I/ O UPO NOTES 1. ESTIMATED EXCAVATION QUANTITY: 900 CU. YD. 2. ESTIMATED FILL QUANTITY- 150 CU. YD. B I C I D I E F FH G J K Et PROI,, / .',S�GINE�' oy9 19403P l LEGEND s OREGON t L� O SDMH O ✓GLY 22, � \G`V MM CATCH BA51N (NEW) Nq t D D • ® CATCH BA51N (EX15T-) EXP. 12131116 DRAINAGE DIRECTION • DOWNSPOUT (NEW) AREA DRAIN (NEW) 0 ELECTRICAL VAULT (E.V.) -o FENCE (EXIST.) -o- FENCE (NEW) FIRE HYDRANT (EX15T.) FIRE HYDRANT (NEW ) GAS (EXIST. GROUND CONTOUR (EXIST.) •# FINISHED GRADE SPOT ELEVATION EXISTING GRADE ELEVATION Z MANHOLE (NEW) 6 ® SANITARY SEWER CLEAN OUT (NEW) w O S.S.C.O. (EXIST. S� SANITARY MANHOLE (EX15TJ Vlot STORM DRAIN MANHOLE (EXIST. ? t� m T M TELEPHONE RISER 9 C3 WATER METER BOX (EXIST) c ® WATER METER BOX, (NEW) 19 WATER VALVE (NEW) D4 WATER VALVE (EX18t. YARD LIGHT (NEW) #: YARD LIGHT (EXIST. 4 12 NUMBER OF PARKING SPACES zq AD AREA DRAIN C.O. CLEAN OUT 5 CPE CORRUGATED POLYETHYLENE :M D"x" STORM DRAIN, X" 0 (EXIST.) Z E.O.P. EDGE OF PAVEMENT EX. EXISTING F.H. FIRE HYDRANT G.V. GATE VALVE L.F. LINEAR FEET LT LEFT M.B. METER BOX M.N. MAN HOLE PUE PUBLIC UTILITY EASEMENT Rt RIGHT 5= SLOPE S"x" EXIST, x"41 SANITARY SEWER 5"x"P EX15T. x"10 PRESSURE SANITARY SEWER 4 S.D. °STORM DRAIN 5.1. STREET INTERSECTION S.S. SAN. SEW. SS # SRV. #" SANITARY SEWER SERVICE z W/ C.O. < f STA STATION 0 t-4 STD. STANDARD a S"x" SAN. SEWER MAIN X" 0 (EXISTJ T.B. THRUST BLOCK ^ TEMP. TEMPORARY Q TFC TOP FACE CURB W T.L. TRAFFIC LID mow+ UP UTILITY POLE V.B. VALVE BOX O W/L WATER LINE ,� �.,3 3 W/M WATER METER W.S. WATER SERVICE LINE, CORP. STOP, ANGLE STOP 4 M.B.. SEE DETAIL 408 W"x" WATER MAIN X" 41 (EXIST.) P -i W.V. WATER VALVE D8 DOWNSPOUT z Q Lu) iu � J U += o Lu 2 DATE 813111ro DE51GNER R.L.C. CHECKED BY FILE NO. Q014CE 1.DWG PROJECT NO. MMAjomt 74 0 T L SHEET NO. rE 3 01 PROPOSED 411.11 471.40 411.16 BUILDING 4{1.19 FF ELEV: 412.00 411.11 411.81 411.81 411.81 410.95 411.45 411.10 411.11 ID5 DS DS a 411.11 411.00 1 ® 470.21 411.56 5" CONIC. S/W 411.11 411.31 A/C PAVING 41J.3 P�17 /ZI-1,-44 411 4-1.22 4-1.65 19 G a SCALE= 1"=20' SITE ADDRESS= 156 S. 20th ST. �� 411.02 41102 411. / / /� 41 O2 r411.1r03 I OWNER DAN M, LLC 411.9 JWK PARK BLOCKS LLC _ _ _ lid I 411.68 ADDRESS 2051 WHY WORRY LN. 410.21 , x.10.40 � - - - - - - 410.94 INFILTRATION BASIN 411.69 - - - - - -/T o � EUGENE, OR 91405 4V CB 5" CONC. S/W J Uig MAP- 11-03-3b-42 -411.38 411.19 / O 4 OLE LOT= 05200 410.58 14 - ...-----.---_.. --- `__�----------------------------.---------- -----_..--_ T =411.52 411.12 411.34 '< 411.11 /---------------------------------------------------.-----_ ----- 411.18 / ® ---.----------.----------------- I/ O UPO NOTES 1. ESTIMATED EXCAVATION QUANTITY: 900 CU. YD. 2. ESTIMATED FILL QUANTITY- 150 CU. YD. B I C I D I E F FH G J K Et PROI,, / .',S�GINE�' oy9 19403P l LEGEND s OREGON t L� O SDMH O ✓GLY 22, � \G`V MM CATCH BA51N (NEW) Nq t D D • ® CATCH BA51N (EX15T-) EXP. 12131116 DRAINAGE DIRECTION • DOWNSPOUT (NEW) AREA DRAIN (NEW) 0 ELECTRICAL VAULT (E.V.) -o FENCE (EXIST.) -o- FENCE (NEW) FIRE HYDRANT (EX15T.) FIRE HYDRANT (NEW ) GAS (EXIST. GROUND CONTOUR (EXIST.) •# FINISHED GRADE SPOT ELEVATION EXISTING GRADE ELEVATION Z MANHOLE (NEW) 6 ® SANITARY SEWER CLEAN OUT (NEW) w O S.S.C.O. (EXIST. S� SANITARY MANHOLE (EX15TJ Vlot STORM DRAIN MANHOLE (EXIST. ? t� m T M TELEPHONE RISER 9 C3 WATER METER BOX (EXIST) c ® WATER METER BOX, (NEW) 19 WATER VALVE (NEW) D4 WATER VALVE (EX18t. YARD LIGHT (NEW) #: YARD LIGHT (EXIST. 4 12 NUMBER OF PARKING SPACES zq AD AREA DRAIN C.O. CLEAN OUT 5 CPE CORRUGATED POLYETHYLENE :M D"x" STORM DRAIN, X" 0 (EXIST.) Z E.O.P. EDGE OF PAVEMENT EX. EXISTING F.H. FIRE HYDRANT G.V. GATE VALVE L.F. LINEAR FEET LT LEFT M.B. METER BOX M.N. MAN HOLE PUE PUBLIC UTILITY EASEMENT Rt RIGHT 5= SLOPE S"x" EXIST, x"41 SANITARY SEWER 5"x"P EX15T. x"10 PRESSURE SANITARY SEWER 4 S.D. °STORM DRAIN 5.1. STREET INTERSECTION S.S. SAN. SEW. SS # SRV. #" SANITARY SEWER SERVICE z W/ C.O. < f STA STATION 0 t-4 STD. STANDARD a S"x" SAN. SEWER MAIN X" 0 (EXISTJ T.B. THRUST BLOCK ^ TEMP. TEMPORARY Q TFC TOP FACE CURB W T.L. TRAFFIC LID mow+ UP UTILITY POLE V.B. VALVE BOX O W/L WATER LINE ,� �.,3 3 W/M WATER METER W.S. WATER SERVICE LINE, CORP. STOP, ANGLE STOP 4 M.B.. SEE DETAIL 408 W"x" WATER MAIN X" 41 (EXIST.) P -i W.V. WATER VALVE D8 DOWNSPOUT z Q Lu) iu � J U += o Lu 2 DATE 813111ro DE51GNER R.L.C. CHECKED BY FILE NO. Q014CE 1.DWG PROJECT NO. MMAjomt 74 0 T L SHEET NO. rE 3 01 0 LoN O m 0 co 0) Cu CL 3 LLI CDh 0 3 co L O 7+ L QJ E O 0 Nr h 0 CD cu m lJ 61 P 3 PA n 0 I 3 3 3 1 WV 3 i i 411.02 0 i C -01 10 PP $ O S O PP / I 16' ALLEYM v O Luw O c0 FD FD FD FD FD EXPOSE SEWER STUB (MUST BE 4" c0 41155 "SS DS TRASH ENCLOSURE t INSTALL 4" FLOOR DRAIN BUILDING wvv' INSTALL M UNDERGROUND PP ! POWER EX. CO TE=410.84 D NEW I TRANSFORMERI I METER ( I BASE I �1 ma 1 I 4" SS { I I I IF ii I DS 1 {1 1 f j ELM i o I � I 1 I I SCALE= 1"=20' / ( I CUT 12 DRAINAGE SLOTS i" BACKFLOW IN CURB '? 18' O/C ASSEMBLY I/ _ ` I SITE ADDRESS 156 S. 20th St. 10" OVERFLOW / { I OWNER- DAN M, LLC ------------ __ 1 JWK PARK BLOCKS LLC WV INFILTRATION PLANTER #1 — — — — — — T REM OV� EX CB EX. TELEPHONE ADDRESS= 2051 WHY WORRY LN. INSTALL/ I" WM l EUGENE, OR 9`1405 7 5' S/W w w w w w w w w w w MAP= 1�f-03-36-42 0 LIGHT POLE LOT= 05200 O X. 5tRVICE dJ REMOVE Ex. SERVICE- - — --- — — — — ------- -- T --- ST ST ST ST ST -- ST ST ST ST ST ST — STST ST Si`='ST "— —--- — SL SSL = — loo 4 NEW A/C PAVING - - - ^` ST<@> \ ST ST — Zi l ST—= ST ST — Si— — ST — ST ST — ST fsT — ST ST — ST — -- ST _�ST = ST ST — ST ST `_ ST — ST -- ST — ST T EXISTING GRAVEL ROAD —a --INSTALL i" -------------------____-------� WATER SERVICE F. EX, TELEPHONE �1 / - _ _. _..._..._ _ - - —w w w w w w w w w w I w w w w w w w w w w w w w w w w NOTE5 469.52 DE516N HIGH WATER LINE Ef 1. EXISTING CATCH BASINS ON 20th ST. WERE NOT LOCATED BUT ARE ON THE CITY OF SPRINGFIELD STORM WATER INVENTORY 2. PURGE FLOOR DRAIN TRAP FROM W.C. 5' 51 DEWALK — 5tREE7 ?REE PLANtEi? STRIP CsRA53Y SWALE ��Cfi 1 UN BB INFILTRATION PLANTER 1/2"=1'-0" Q STACKED BLOCK WALL �2 12" MIN. GROWING MEDIUM 3/4" CRU5HED ROCK 10" C900 GRATED OVERFLOW A NEW A/C PAVING 10" ROCK BA5E W K 1 r LEGEND PE i—oltll OREGON ,,Pt� ♦ L O SDMH - <Y 22. CATCH BASIN (NEW) ��qLD D• RG % ® CATCH BASIN (EXIST.) EXP, 12/31/16 DRAINAGE DIRECTION • DOWNSPOUT (NEW) AREA DRAIN (NEW) 0 ELECTRICAL VAULT (F -V.) --o FENCE (EXIST.) --o— FENCE (NEW) FIRE HYDRANT (EXISTJ FIRE HYDRANT (NEW I 0 GAS (EXIST.) GROUND CONTOUR (EXIST.) #. FINISHED GRADE SPOT ELEVATION EXISTING GRADE ELEVATION Z MANHOLE (NEW) O 6 0 SANITARY SEWER CLEAN OUT (NEW) w O S.S.C.O. (EXIST.) cy- S� SANITARY MANHOLE (EXIST) N t±1 STORM DRAIN MANHOLE (EXIST-) z as M TELEPHONE RISER r� WATER METER BOX (EXIST) R ar WATER METER BOX, (NEW) H WATER VALVE (NEW) N WATER VALVE (EXIST.) YARD LIGHT (NEW) wig YARD LIGHT (EXIST) it 4 12 NUMBER OF PARKING SPACES AD AREA DRAIN = C.O. CLEAN OUT 5 CPE CORRUGATED POLYETHYLENE D"x" STORM DRAIN, X" 0 (EXIST.) E.O.P. EDGE OF PAVEMENT Z EX. EXISTING � F.H. FIRE HYDRANT G.V. GATE VALVE L.F. LINEAR FEET Lt LEFT M.B. METER BOX M.N. MAN HOLE PUE PUBLIC UTILITY EASEMENT RT RIGHT S= SLOPE S"x" EXIST. x" 41 SANITARY SEWER S"x"P EXIST. x" o PRESSURE SANITARY SEWER 4 S.D. STORM DRAIN S.I. STREET INTERSECTION S.S. SAN. SEW. 55 # SRV. SANITARY SEWER SERVICE W/ C.O. StA STATION STD. STANDARD S"x" SAN. SEWER MAIN X" 'O (EXIST.) T.B. THRUST BLOCK Q \ Q TEMP, TEMPORARY TFC TOP FACE CURB+ W T.L. TRAFFIC LID w H UP UTILITY POLE H Y.B. VALVE BOX H Q W/L WATER LINE 3 W/M WATER METER F—! W.S. WATER SERVICE LINE, CORP, STOP, ANGLE STOP $ M,B- SEE DETAIL 408 d W"x" WATER MAIN X" 4 (EX1St-) W.V. WATER VALVE DS DOWNSPOUT Q iu u += w o W 2 DATE 8/31/}6 DE51GNER R.L.G. CHECKED BY WQ FIFE NO. -N�)u,o-o N , Q014CE1.DWG P" 4V\ �w PROJECT NO, trluA4"6j 0074 I j " � � � SHEET NO. CE 4 "9 016 0 N 0i co Cu C3. w cn ti cum 3 Lu v 0 CDm 3 0 T L O E O CP 0 0 0 0 ray 5 m 3 IN BUILDING I LU 3r I 30 �d Q. r- � i AMY 41 + O j EMOVEX. CBI I 7(` LI { i 3 NI I _ l I I 'rnz LL +50 I �� 3 rnI ` I -4— m I D m MATCH RIGHT 4L -v K GINE� oy' 1940 ■l 5' 51DEWALK &. MATCH LEFT — 57REE7 ?REE rPLANtER 5?i21P ( /—GRASSY SWALE SECT ION AA 2 1 /2"=1' –O" 5tREE7 TREE 5' SIDEWALK DESIGN NICiN WATER LINE 4 � PLANTER STRIP � I GRA -55Y SIUALE 471.02 I 469.52 C710N E3E3 INFILTRATION PLANTER 1/2"=1'-0" STACKED BLOCK WALL 12" MIN. GROWING MEDIUM 314" CRUSHED ROCK ® 10" C900 CRATED OVERFLOW F NEW A/C PAVING:� NEW A/C PAVING CT ION AVINC- G 10" ROCK BASE 10" ROCK BA5E SCALE: 1 "=20 HORIZ. 1 "=1 ' VERT. F, WPP -u,-oma 44 sk p �w*ew Dpt Y`(\mt�o" m 1"oofr1 J O O OREGON A M M m- MM M M M M M M M M M M M M M M M 2 !A� M M M M !- 'pvvCY 22, O ��LD ��o a REMOVE EX. 3/4 D. a INSTALL NEW 1" WATER —�-- REMOVE EX. 3/4 WATER SERVICE EXP. 12131/16 — — _ — _ 'a 0+26 WATER SERVICE 0 — — — — — — — — — —SERVICE "p EX. EDGE OF GRAVEL / Q h RAISE CsRADE TOT c�MATCH _""'---- � _.—.._ —--------1--�----.._.._..._--�_ ,_... —_ ....—_.._—.,__. — ...411.10 -i? ONlfrtCt NEW A/C t 411.90 rtb Q2 1yC1NV`l�O � a t _ OC+I' + M S u1 1S —�— 1S --- IS — T —»— IS — 1S — 1S —z�-- 1S ---- 1$ --- 1S _`-- tS — —t ----—RAISE 1S 1S ,± 1 _+tS -- 1S ^—�S — N 89'ILfs= 1 HW 'X� +" �__ raQ\_, ���r_/)� _ts Lf -=—LS —. 1S _ 1S __ _— L -- �c X��✓✓'�, � —, VNIAVcl O/V � C RA15E CsRADE TO \ 1S —�:'1 1S 1S --- 1S 1S --• 1S 1S =—= tS '�5` '='iS ($—� _—�� �...�� �` y�S 1S 1S — 1S --- 15 NEW A/C Lu 0el�-- INSTALL 10" OVERFLOW is — 1S<U> 1S -- -- -- _... _.._ — — — — — — — 1S 1S 1S 1S 1S 1S --- 1S `� I �/ PT=410.61 INFILTRATION SWALE ` AlOd .l t-tDI�I 0� lu EX. EDGE OF GRAVEL M M M . M I M -- y --- M M M nl u 41}.50 6 5' 51DEWALK &. MATCH LEFT — 57REE7 ?REE rPLANtER 5?i21P ( /—GRASSY SWALE SECT ION AA 2 1 /2"=1' –O" 5tREE7 TREE 5' SIDEWALK DESIGN NICiN WATER LINE 4 � PLANTER STRIP � I GRA -55Y SIUALE 471.02 I 469.52 C710N E3E3 INFILTRATION PLANTER 1/2"=1'-0" STACKED BLOCK WALL 12" MIN. GROWING MEDIUM 314" CRUSHED ROCK ® 10" C900 CRATED OVERFLOW F NEW A/C PAVING:� NEW A/C PAVING CT ION AVINC- G 10" ROCK BASE 10" ROCK BA5E SCALE: 1 "=20 HORIZ. 1 "=1 ' VERT. F, WPP -u,-oma 44 sk p �w*ew Dpt Y`(\mt�o" m 1"oofr1 J w w U += w � o W w C DATE 8131116 DE51GNER R.L.C. CHECKED BY R.D.R. FILE NO. Q014CE1.DWG PROJECT NO. 0074 SHEET NO. CE EP 01 Con 5 G; N 2 m", ��o a O�q a 1---1 0 Q w w U += w � o W w C DATE 8131116 DE51GNER R.L.C. CHECKED BY R.D.R. FILE NO. Q014CE1.DWG PROJECT NO. 0074 SHEET NO. CE EP 01 Con 5 G; N 2 m", LO C:1 CT) 0. CL) cn cm O C) I- O c_ M c_ cp CD CD LO Cu w I m N 0 ri I HR FIREWALL me m 01 0 I I 30'-0" 301 -Oil 301-011 r - --------- ---------- ----------i v r ------'-------- '---------------------------- Z I EA REDHEAD TRU-BOLT �`` I+i 1al I+I I� 18 6' O.G. 4 W1 IN 10" z 1 1 1 1 1 1 12" THICKENED EDGE TYF� WALLS 1,61 OF PLATE END5 T1415 WALL 0 1 1 REDHEAD 5/8" TRU-BOLT Tn 4 �D ALL PERIMETER F4 FT 0 I I ANCHOR 'a EACH INTERIOR 0 W1 244 BARS CONT. THICKNESS vARIE5- BOTTOM 101 I I 101 Z 101 101 COLUMN 1/2"Oxl", EMBED 101 OF FOOTING ML15T BE 1211 I I 1 1 1 1 1 1 4-1/2" MIN. UNLE55 I I I IREDHEAD 5/6' TRU-BOLT BELOW FIN15H GRADE 1 1­12x(o"D THICKENED SLAB I 1 I I I I SHOWN OTWERW15E I I 101 I I ANCHOR AT EA. 101 TYF. ALL CRO -55 WALLS r3 101 101 COLUMN, BOTH0TH I 1 1111 244 BARS CONT. END WALLS 1 1 4" CONCRETE SLAB I`I II lol- 101 101 UNIT G UNIT F 11 UNIT E I I I UNIT D I UNIT C I I UNIT E3 II 11 UNIT A I I *I *1 {�� I`I 1+1 I`I I`I I`I II I *I I *I 11 II II II II 1 I *I I REDHEAD 5/811 TRU-BOLT101 101 1 *1 4' O.C. 4 W/IN 10" 1,01 II 1 1 11 1 I OF END OF PLATE5II 11 1 1 11 1 101 11 it 11 II i _j L_ _j L_ _4 -4;, - - - - -6 76- - 4._--._--_ - ..- - FOUNDATION PLAN, SCALE= N6 6 �00 �N p ua -000as 5,� VWA 46ew pR��Ffsi\ 19403 OREGON 2 2. .jL D D D EXP. 12131116 m z E4 z 0 Lu L i Tn 4 �D F4 FT 0 0 Z � � z Z c z 0 0 m DATE 118116 DES [GNFfR R.L.C. CHECKED BY R.D.R. FILE NO. 0014AI.DWG PROJECT NO. re7m 01 � m SHEET NO. Al Lu DATE 118116 DES [GNFfR R.L.C. CHECKED BY R.D.R. FILE NO. 0014AI.DWG PROJECT NO. re7m 01 � m SHEET NO. Al 7 2 0 E H AREA LIGHT J PAINTED 5HEETROCK FRP PANELING SEALANT ,B FLOOR WRAP FRP PIPE5 PANELING a) FLOOR FRESTRO I-lim OM ELEVATIONS It 39"-41" 54" z MIN ^ 42" MIN tt ADA CRAB BAR [DETAIL 12" C SOUTH ELEVATION SGALE1I8"=1'-O" RYERSON 24 GA. (HR -3) HIGH RIB ROOFING (TYP) R'1'ER50N 28 GA, (HR -3) HIGH -RIB 51DING (TYP) 114"=1'-O" INST. 3 GA INVERTED "U" B RACK, 1 NORTH ELEVAT I ON SCALE 1/811=11-011 4" CONC. SLAB 2" SAND ON 6 MIL VAPOR BARRIER 6" CRU514ED ROCK -J 12"x12" THICKENED EDGE W/ 244 BARS CONT. EXTEND VAPOR BARRIER TO EDGE OF FOOTING 2 SECTION PANELING 1/2"=1'-O" i %-T4 WI TOUCH PAD LOCK U 12 RYERSON 28 GA. (HR -3) p NICsN-RIB SIDING (TYP) � 51 TE ADDRE55 ro" LETTERS '/2" THRESHOLD 'a DOORS 4' CONC. 5/W A/C PAVING 4" CONC. 5LAB dill 44M1� .OPi� R • �. V+��, +1 �Lh'P19��Li�►:�. 1 12"x12" THICKENED EDGE --� L 2" SAND ON 6 MIL W/ 244 BAR5 CONT. VAPOR BARRIER MIN, 4" CRUSHED ROCK a7 FOOTINGS 1 SECTION 1/211=11-011 IN5TALL FLOOR DRAIN, CONN. TO 5AN. 5EWER LINE EAST ELEVATION WE5T END SIMILAR 5CALE= 1/8"=1'-O" DOOR SCHEDULE DOOR NO. 512E SWING JAMB HARDWARE FIN15H MAT'L RATING ADA CRAB BAR [DETAIL 12" C SOUTH ELEVATION SGALE1I8"=1'-O" RYERSON 24 GA. (HR -3) HIGH RIB ROOFING (TYP) R'1'ER50N 28 GA, (HR -3) HIGH -RIB 51DING (TYP) 114"=1'-O" INST. 3 GA INVERTED "U" B RACK, 1 NORTH ELEVAT I ON SCALE 1/811=11-011 4" CONC. SLAB 2" SAND ON 6 MIL VAPOR BARRIER 6" CRU514ED ROCK -J 12"x12" THICKENED EDGE W/ 244 BARS CONT. EXTEND VAPOR BARRIER TO EDGE OF FOOTING 2 SECTION PANELING 1/2"=1'-O" i %-T4 WI TOUCH PAD LOCK U 12 RYERSON 28 GA. (HR -3) p NICsN-RIB SIDING (TYP) � 51 TE ADDRE55 ro" LETTERS '/2" THRESHOLD 'a DOORS 4' CONC. 5/W A/C PAVING 4" CONC. 5LAB dill 44M1� .OPi� R • �. V+��, +1 �Lh'P19��Li�►:�. 1 12"x12" THICKENED EDGE --� L 2" SAND ON 6 MIL W/ 244 BAR5 CONT. VAPOR BARRIER MIN, 4" CRUSHED ROCK a7 FOOTINGS 1 SECTION 1/211=11-011 IN5TALL FLOOR DRAIN, CONN. TO 5AN. 5EWER LINE EAST ELEVATION WE5T END SIMILAR 5CALE= 1/8"=1'-O" DOOR SCHEDULE DOOR NO. 512E SWING JAMB HARDWARE FIN15H MAT'L RATING COMMENTS 1 3'-O"x6'-8" R/L STEEL GROUP 1 1 STEEL NONE 2 3 Y -0"x6'-8" 3'-011x(6-8" WL RIL STEEL STEEL GROUP 2 GROUP 3 1 i STEEL STEEL NONE NONE FIN15H= 1. PAINT W! EXT. LATEX ENAMEL GROUP i 3 EA BUTT5 5C3PlO11F619E 5T 1 EA LOCK5ET F51 -LAT 5CH 1 EA DEAD50LT 56211b 5CH 1 EA THRE514OLD 211D 3GIN P 1 EA DOOR BOTTOM 21bDV 36IN P 1 EA GA5KET P5014 LIFT 5TE GROUP 2 3 EA BUTT5 5C3P 1 O11 F619E 1 EA LOCK5ET F10 -LAT GROUP 3 3 EA BUTT5 5C3P 1 0 1 1 Fr 1 EA LOCK5ET FIO-LAT 1 EA INDICATOR BOLT 8511 26 GA 5TEEL ROOFING 5ie"x6" REDHEAD TRU-BOLT+ FOAM 5EALR SILL GASKET 2Xb la 24" O/C 0 60" O/C W/IN 10" OF PLATE END5 43i4" EMBEDMENT 12"x6" THICKENED SLAB TYP. ALL CRO55 WALLS ATQ �} Q W/ 2-#4 5AR5 CONT. 41N LINK NCING.;w:.. •u —'� DBL GATE —� I-==-"----( `-b" CONC. CURB BIKE fRACK/TfRASH ENCS 05URE. NOTE= ALL WOOD 15 PRESSURE TREATED. MIN. 4" CRU5HED ROCK -J '--2" SAND ON 6 MIL 'a7 FOOTINGS VAPOR BARRIER 3 SECTION. 1 /2"=1' -O" H 19403 4 OREGON K22. 1g9� `V D p • RSG EXP. 12/31/1(o PROJECT NO. .ri �c Copy -N92U-ovoO gl�c "ew t lvi 4 Y\ -t" XYI �+ri P3 E;, of-li 2 WOPTI E = m SHEET NO. A 2 0 pyo H —4 o H STYLE 1 W/\% E -i � -1 Y z 5CH <� 5CH rz) 5CH w 5CH+= w 5CH U + +_ W O � w w DATE 8/31/16 DESICsNER R.L.G. CHECKED BY R.D.R. FILE NO. Q074A2.DWG PROJECT NO. .ri �c Copy -N92U-ovoO gl�c "ew t lvi 4 Y\ -t" XYI �+ri P3 E;, of-li 2 WOPTI E = m SHEET NO. A 2 0 no 3 2 B 0 60" O/C STRAPPING BETWEEN PURLINS MI1D-5RAN 5TRAFF 1NC- SCALE N.T.S. STRAPPING: SCHEDULE PURLIN LENGTH STRAPPING POiNT 30' 4 20' MiD-SPAN 16',15' 4 12' MID -SPAN 60OC200-43 PLATE Vx6" REDHEAD TRU-BOLT+ 6 60" O/C W/IN 10" b'e" GYP. BTD OF PLATE ENDS EMBED 43/4" 6003250-33 STUD #8XV SCREWS O as 18" O/C TRiM 600200-43 TO STUDS TYP. PLATE SLAB i12"x1112" REGLET f c-2500pet 95 " REDHEAD TRU-BOLT+ a? 60" O/C W/iN 10" #8x�'e" SCREWS OF PLATE ENDS 'a1 12" 0/C SHEATHING 4 2 6 EACH PORTAL To STUDS TYP. FRAME EMBED 4142" 4112" MiN. EDGE D15TANCE FRONT WALL DETAIL SCALE= REAR WALL - STUDS as 2' O.C. END WALLS WITH GIRTS - 2' O/C INTERIOR WITH GIRTS DLT TRACK 5/9'x6" REDHEAD TRU-BOLT+ 6 60" O/C WIIN 10" OF PLATE ENDS 4142" EMBEDMENT- 4142" MIN. EDGE DISTANCE �;)OC200-4 6005200-33-� TRACK STUD Q REDHEAD TRU-BOLT+ OUTSIDE CORNER 6 60" O/C W/IN 10" TRiM OF PLATE ENDS 2 'a EACH PORTAL FRAME EMBED 43/4" 4142" MiN. EDGE DISTANCE OUT5 i DE CORNER FRAMING SCALE= 3%1'-0" RYERSON WR3 SHEATHiNG, 28 GA VERT. ATTACH W/412X1" SCREWS 'a) 12" O/C C i11z"xt11z° REGLET\ §N 244 BARS CONT.-/ D1 i HR. E> ir)lJ SCALE• 1/2"-1'-0" 60OC200-43 TOP /-PLATE, SPLICE 12" W/ 6 -EA. #8/32 EACH SIDE \-RYER50N HR3 ROOFING, 26 GA #8XV 15CREW EA 51DE AT STUDS 6005250-33 STUDS -8 24" O/C SEE SHEET GNI FOR FIRE WALL CONSTRUCTION V'xb" REDHEAD TRU-BOLT+ 1@ 60" 0/C WAN 10" OF PLATE END5- 4112" EMBEDMENT 2500 PSI CONC 1' --j W/ 6X64404 WWM MID DEPTH (OPTiONAU 'ER I OR WALL C RYERSON HI-RiB 3, 28 GA SHEATHING — 1142"0142" REGLET CONCRETE SLAB f'C=2500 Pat #12X1" SCREWS 9 18" O/C STUD TO STUD #8X5/s' SCREWS —0 18" O/C TRIM TO 5TUD5 TYP. #12x1" 5CREW5 ')12" O/C SHEATHING TO STUDS TYP. F RYER50N HR4 26 GA SHEETING 50 K51 MIN G _ #8x5/8' SCREW EA. SIDE 600C200-33 —` TOP TRACK #12 1" SCREW I EA 6005200-33 E 51DE HEADERS 80OC200-54 DOOR MOUNT BACKER #12x1" SCREW 6000200-43 EA SIDE TRIMMER —� #12x1" SCREW EA SIDE 6005200-33 SILL 8X5/s' 0 18" O/C TRIMMER -STUD 6005200-33 KiNG STUD TYf::> i CA1.._ DOOR HEADER A55Y SCALE 3"=11-0" PLATE g/4 3/4 1,2" 142„ �N CONC. SLAB 6005250-33 COLUMN #8x5/8' 5CREW5 --/ -T EA. SiDE a� COLU1'liN E3A5rz ATTACHMENT SCALE- 3%1'-0" #12x1" SELF -TAPPING ATLAS 'AB" SCREWS SEE SCHEDULE BELOW ■IH COPE PURLIN BOTTOM FLANGE AS REQUIRED TO FiT OVER COLUMN MAKE CUT SNUG TO COL. K PR #12X1" SCREWS RYERSON HR4 �11GIN�,$ 1/9 S12" OC, EA 26 GA SHEETING 4 19403 l PURLIN PLATE 50 K51 MiN ' OREG t ,l vG�y 22,0 Fol �99� EXP. 12/31/16 6005200-33 TRACK 1.00 WJ2 #8X5/8' 1.00 SCREW EA 51DE COL PURLIN (SEE SCHEDULE) 6005250-33 STUDS JOiN STUDS W48x5/8' SCREWS 'a 24" OC COLUMN//FURL i N CONNECTION SCALE, 3"=11-0" PURLIN SCHEDULE SPAN SECTION GAUGE MATERIAL F (ksi) # OF SCREWS 10' 6005200 54 ASTM A653 50 2 12' 8005200 54 ASTM A653 50 2 15' 10005200 54 ASTM A653 50 4 16' 8005250 68 ASTM A653 50 4 30' 12005350 118 ASTM A653 50 6 BASE ATTACHMENT SCHEDULE SPANS SCREWS # OF SCREWS BASE PLATE ANCHOR # OF ANCHORS ANCHOR EMBEDMENT 10' #8x5/s' 5 5/9' REDHEAD TRUBOLT+ 1 41,211 12'/12' #8x5/s' 6 5/s' REDHEAD TRUBOLT+ i 41/211 15' BEND #8x5/8" -1 5/s" REDHEAD TRUBOLT+ 1 6" -EDGE DiST. 4142" 161/10' #8x5/8" 9 5/s" REDHEAD TRUBOLT+ 1 41,2" -3011 H 9 5/s" REDHEAD TRUBOLT+ 2 4112 30' 6 END #8x5/8' 6 5/8" REDHEAD TRUBOLT+ 1 6" -EDGE DiST 4142" — RYER50N HR4 ROOFING, 26 GA W/#12X1' SCREWS W/WA5HER a 12" OC PURLIN, 600C200-43 TOP PLATE, LAP 12" W/ 6 EA. #8/32 SCREWS EA. SIDE #8X5/s SCREW EA. SIDE 'i STUDS RYER50N HR4 ROOFING, 26 GA W/#12X1" SCREWS W/WASHER 6 12" OC PURLIN, 600C200-43 TOP PLATE, LAP 12" W/ 6 EA. #8/32 SCREWS ' EA. SIDE #8X5/s' SCREWS 2 EA. 51DE 0 COLUMNS BACK TO BACK 600250-33 COLUMNS 60" O/C W/ 3625200-33 STUDS 2S 24" O/C (INTERMEDIATE) RYER50N GR2 SHEATHING, 28 GA VERT. ATTACH WJ#12X1" 5CREW5 'J 12" OC BACK TO BACK 6005250-33 5TUD5 0 60" O/C 5/s' TYPE 'X' GYPSUM 1142°x1142 BOTH 51DE5 REGLET ATTACH W/ 1"TYPE 5 DRYWALL 5CREW5 6 8" O/C COLUMNS 4 STUDS 1 - . 5/s `x6" REDHEAD TRU-BOLT+ `,... ' 2500 P51 CONC 0 60" O/C W/IN 10" W/ 6x6-W4,W4 OF PLATE ENDS WWM MID DEPTH 4142" EMBEDMENT (OPTIONAL) #8X5/8' SCREWS 6000200-43 2 EA 51DE AT BASE PLATE COLUMNS H 14 • }T •... 1/.4 t 14" 2500 P51 CONCRETE W/ 6X6-W4,W4 THICKENED SLAB WWM MID DEPTH REQUIRED ONLY 0 UMTS (OPTIONAL) WiDER THAN 14' SPAN C INT. WALL 5ECT i Oil SD SCALE= 1/2"=1'-O" E F RYER50N HR4 ROOFING, 26 GA W/#12X1" SCREWS W/WASHER 6 12" OC PURLIN, 600C200-43 TOP PLATE, LAP 12" W/ 6 EA. #8/32 SCREWS ' EA. SIDE #8X5/s' SCREWS 2 EA. 51DE 0 COLUMNS BACK TO BACK 600250-33 COLUMNS 60" O/C W/ 3625200-33 STUDS 2S 24" O/C (INTERMEDIATE) RYER50N GR2 SHEATHING, 28 GA VERT. ATTACH WJ#12X1" 5CREW5 'J 12" OC Ns"x6" REDHEAD TRU-BOLT+ 1@ 60" O/C W/iN 10" OF PLATE ENDS 2 0 EACH PORTAL FRAME EMBED 43/4" 41,2" MIN. EDGE DISTANCE 11/2„xj1-2„ REGLET F.G. _� \� —s 244 BARS CONT. -� FRONT I SCALE= 1/7=1'-0" T�Ou-000�b Drug mbn�t�smw� 600C200-43 TOP PLATE, SPLICE 12" W/ 6 -EA. #8/32 EACH SIDE NI—RYERSON HR3 ROOFING, 26 GA #8X5/8' SCREW EA SIDE AT STUDS 6005200-33 -- STUDS 'a 24" OIC RYER50N HR3 SHEATHING, 28 GA VERT. ATTACH W/#12X1" SCREWS as 12" O/C CONTR. TO VERIFY REGLET BLOCK OUT i@ O.H. DOOR THICKNE55 PLUS 1/2", BLOCK-OUT FOR O/D DOOR ONLY -81/2" _ 1 —T /2'AA 1 2500 P51 CONC j W/ 6X6-W4,W4 WWM MiD DEPTH (OPTIONAL) . WALL SECS' ION J �A U.� 4 DID 0-4 � ® 0 W <� 04 E-+ o E--4 3 E � P4 Z f:4 W 0 z dr Q 1J1 U +- w o w 2 0- N DATE S/31I1ro DE51 GNER R.L.C. CHECKED BY R.D.R. FILE NO. Q0745D 1.DWGz PROJECT NO. 0074 1 SHEET NO. x6" REDHEAD TRU-BOLT+ la 60" O/C W/iN 10" OF PLATE END5- 41'2" EMBEDMENT #8X5/8" 5CREW5 1142°x1142 2 EA 51DE AT REGLET COLUMNS OC2O0-43 It PLATE 1 - . 4 - •, "m e 4 /2 e `,... ' 2500 P51 CONC W/ 6x6-W4,W4 -#4 BARS CONT. WWM MID DEPTH (OPTIONAL) END - - EX 1. WALL 5ECT i Oil 5CALE 1/2"=1'-0" G H Ns"x6" REDHEAD TRU-BOLT+ 1@ 60" O/C W/iN 10" OF PLATE ENDS 2 0 EACH PORTAL FRAME EMBED 43/4" 41,2" MIN. EDGE DISTANCE 11/2„xj1-2„ REGLET F.G. _� \� —s 244 BARS CONT. -� FRONT I SCALE= 1/7=1'-0" T�Ou-000�b Drug mbn�t�smw� 600C200-43 TOP PLATE, SPLICE 12" W/ 6 -EA. #8/32 EACH SIDE NI—RYERSON HR3 ROOFING, 26 GA #8X5/8' SCREW EA SIDE AT STUDS 6005200-33 -- STUDS 'a 24" OIC RYER50N HR3 SHEATHING, 28 GA VERT. ATTACH W/#12X1" SCREWS as 12" O/C CONTR. TO VERIFY REGLET BLOCK OUT i@ O.H. DOOR THICKNE55 PLUS 1/2", BLOCK-OUT FOR O/D DOOR ONLY -81/2" _ 1 —T /2'AA 1 2500 P51 CONC j W/ 6X6-W4,W4 WWM MiD DEPTH (OPTIONAL) . WALL SECS' ION J �A U.� 4 DID 0-4 � ® 0 W <� 04 E-+ o E--4 3 E � P4 Z f:4 W 0 z dr Q 1J1 U +- w o w 2 0- N DATE S/31I1ro DE51 GNER R.L.C. CHECKED BY R.D.R. FILE NO. Q0745D 1.DWGz PROJECT NO. 0074 1 SHEET NO. 0 0 N C. cu rn 3 Of 3 z v 0 a 3 ra 0 L OJ E O OT C fl Q CD .o 0j r 7 no cJ I N 2 0 0 C C I DE51 CSN CRITERIA Controlling Code, Oregon Structural Specialty Code, 2014 ed. Wind; 120 mph, Exp B Snow Load; 25 per Dead Load, Actual Live Floor Load; storage=125 psf, office=50 psF Siesmic Short Term Acceileration; Ss = 0.133, Site Class D Budding Type 11-B Occupancy= Industrial- F -I GENHPAL NOTE -5 I. Site shall be graded in accordance with the approved grading plans. Contractor shall obtain a grading permit prior be commencing work 2. IF the ground area to be disturbed exceeds one acre, a 1200-C Erosion Control Permit will be required prior to beginning construction. CTtg of Springfield Development 4 Public Works or APWA standards may, require erosion control plans For smaller areas. 3. iF soft or expansive clay soils are encountered during site preparation, the contractor shall contact the engineer before proceeding with grading, backfill or foundation forming. 4. All fill shall be granular crushed rock or approved containing less than 1051- passing the number 200 sieve and shall be free of organic material. 5. All fill and backfill shall be compacted to 9551- of maximum drg density as determined bg AASHTO T-99, 6. All slabs including thickened edges shall bear on minimum 4" of crushed rock 3/4" or less in least dimension. 1. All utility, lines shall be installed as shown on the approved utilitg or site plan. On site utilities shall conform to the requirements of the local building code. Off site utilities shall conform to the requirements of the state, local government and utilitg that will assume ownership of the utilTtg line. 8. Construction shall meet the requirements of the current edition of the Oregon State Structural Specialty Code. BUILDING 1" ATER I AL 5 1. Concrete shall be Portland cement and shall have a 28 day, compressive strength of at least 2,500 psi and shall contain maximum 1/2" aggregate. 2. Steel for concrete reinforcement shall have a minimum yield strength of 60,000 psi. 3. Perimeter wall anchor bolts shall be Na"x6" RedHead Tru -Bolt+, Min 41/2" edge distance, 4 �" embedment, Min. 9" separation. 4, interior wall anchors shall be Red Head TRUBOLT+ 5is", embed 4 J", 9" separation 5. Steel Exterior Siding shall be Rgerson HR -3 or 4, 80 ksi gieid, 28 gage unless noted otherwise. 6. Steel ROOF Sheathing shall be Rgerson HR -4, 80 ksi gleld, 26 gage unless noted otherwise. -1. Steel Interior Sheathing shall be Rgerson GR -5, 80 ksi gield, 29 gage unless noted otherwise. D I E F I G 8. Steel framing members including but not limited to studs, columns, purlins, girts and plates shall conform to the requirements of the Light Gage Steel Institute for shape, thickness, gield strength and corrosion protection. 9. Steel Framing members shall be galvanized and shall conform to ASTM A-653 grade 33 steel for all sections 18 gage and thinner. 10. Steel framing members shall be galvanized and shall conform to ASTM A-653, grade 50 steel for all sections 16 gage and thicker. 11. Steel framing members shall conform to ASTM A-924 galvanizing specification. 12. Steel framing members shall comply with ASTM A-1003. 13. All metal to metal screws shall be Camcar-Textron, tape 2 point unless noted otherwise. Sheathing screws shall have neoprene washers. 14. All gypsum wall board shall be Tgpe X unless noted otherwise under "Fire Wall Assemblies". 15. Insulation, where called for, shall be fiberglass batt unless noted otherwise. FOUNDATION NOTE5 1. Perimeter anchor bolts shall be 5/8" X 8" set at 60" O.C. and at within 10" of plate ends at eave walls. Set gable or end wall anchors as called in Framing Note 5 below. 2. Interior transverse wall anchors shall be of the type and number called For in Framing Note 6 below at each column supporting purlins. interior longitudinal walls shall be anchored with 1/2"x4" iTW Readhead 'LDT' anchors (31/211 embedment), drill holes 31/2" deep, set at 60" O.C. on interior longitudinal walls for shear. 3. Install 3" square flat washers under all anchor bolt nuts or heads. 4. Grade beams 5" deep and 12" wide shall be installed below all walls supporting purlins spanning more than 15 feet. 5. See foundation and Floor plans for lateral load wall hold-down locations and tgpes in detached office and/or residence where present.. 6. Finish floors to smooth troweled finish. 1. Concrete masonry units f'm=1500 psi. Type M or 5 mortar. Special inspection required. Grout- f'c=2000 psi. 1. Eave Wail Stud/Wrack Connectors are 2 EA #8/32 X i/2" screws 0 ea. stud exc. at portal panels use 4 ea #8/32 X 1" screws at each stud suportine O/H door Headers. 8. Corner columns shall be Double GO00520 Studs and shall be attached to plates with 4 ea #12/14 X 1" screws, anchor with 1 EA 5/8" X 8" Anchor Bolt in each plate. 9. Place all screws as follows- Edge Distance on Plate = 3/4" End Distance on Column = 1/2" C -C Spacing = I" (Load Direction) Row-Row=31/4 If 10. Purlins shall be sized 4 connected per schedule on Sheet SDi. No. of screws shown are per purlin, per end. (i.e. use 6 screws For 12' span at column supporting two purlin spans). H. Columns supporting purlins shall be back to back 6005200-33 unless noted otherwise. Fasten components as noted on details. 12. All base plates shall be 6005200-43. All top plates shall be 6005200-43 unless noted otherwise. 13. Door headers shall be sized and connected per Purlin Schedule on 5teet SDI. F 1 F`12E--- WALL-. A55EMBL i E5 (WHERE SHOWN ON PLANS) i. 1 Hour Proprietary Assemblg GA File No. WP8005- One lager 5/8" type X USG Denselass Gold Fireguard sheathing at right angles to steel studs at 24" O.G. with 1" Tgpe 5 corrosion restant screws 8" O.C. at vert. studs and 12" O.C. at perimeter runners. Cover with weather exposed cladding. Interior- 5/8" proprietarg thpe X glass mat ggpsum wallboard applied paralles to studs with i" Tgpe S drywall at 8" O.G. at studs and 12" O.C. at floor and ceiling runners. 2. 2 Hour Proprietarg Assemblg USG File No. UL Des U423 or U425- Two lagers 5/8" Sheetrock Firecode Core ggpsum sheathing, Firerock Aqua -Tough sheathing or 5ecurock glass -mat sheathing exterior side. 3 1/2" 20 guage structural studs 24" o/c. Two lagers 5/8" Sheetrock Firecode Core ggpsum panels '8 interior. 3. 3 Hour Proprietarg Assemblg GA File No. WP2922- Base lager 1/2" type x ggpsum wallboard applied parallel to each side of steel studs 24" O.C. with i" long Tgpe S drgwall screws 36' O.C. (max). Second lager 112" type X ggpsum wallboard applied FRAMING NOTE5 parallel or right angles to each side with 1-5/8" long Tgpe 5 drgwall screws 24" O.G. (max). Face lager 1/2" type X ggpsum wall board applied at right angles to I. All steel sheathing shall be oriented verticalig and attached to plates and girts each side with 2-1/4" Type S drgwall screws 12" O.C. and 1-1/2" Tgpe G drgwall with #12/14 X If screws at 12" O.C. screws midwag between studs 1-1/2" above and below horizontal joints. Joints staggered 24' each lager and side. 2. Exterior wall girts shall be 4"X33 mil strap attached to columns and studs Approved proprietarg GWB brands and styles are at 5' O.C. maximum unless noted otherwise on plans, interior longitudinal wall American Ggpsum Co. 112" FireBioc TYPE C girts shall be 158 DLT -20 ga track unless noted othewise on plans. Attach girts to studs and columns with 2 ea #8/I5 X 5/8" screws at each member. BPB America, inc. 1/2 ProRoc Tgpe C Ggpsum Panels G -P Ggpsum 1/2" ToughRock Fireguard C 3. Where firewalls are called on the plans, construct in accordance with standard LaFaree North America Inc. 1/2" Firecheck Type C Firewall assemblies called out on this sheet. Ggpsum wall board shall be attached PABCO Ggpsum 1/2" FLAME CURB Super "C" with minimum #6 X. I screws (longer for multiple lagers as noted) set -a 4" O.C. at Temple Inland Forest Prod. Corp 1/2" TG -C sheet edges and 4" in field. 4. Nf''E that screw spacT on base lager is to be the 4. All roof sheathing shall be attached to purlins and exterior walls with cbw of FTreWD Assembg spacing or Shear Panel #12/14 X i" screws on the Following schedule -pa Ing (4" O.C. ail sheet edges and 4" O.C. In 6 OC within 3 Feet of bldg corners sheet field. 12" OC within 3 feet of end walls and eaves 12" OC on interior field of roof. 5. Gable or End Wall Columns supporting purlins shall be anchored to slab and attached to base track as follows- Span Na" Anchor Col/Track Conn. 0 to 12 feet 1 EA Na" X 6" Anchor 6 ea #8/32 X Na" screws 12.5 to 15 Feet i EA 5/s" X 6" Anchor I ea #8/32 X Na" screws 15.5 to 20 feet i EA Na" X 6" Anchor -1 ea #8/32 X 51/8" screws 20.5 to 25 feet i EA Na" X 6" Anchor 8 ea #8/32 X N8" screws 25.5 to 30 feet 1 EA 51/8" X 6" Anchor 9 ea #8/32 X Na" screws 6. Interior Columns supporting 'purlins shall be anchored to slab and attached to base track as follows- Span Anchors Col/Track Conn 0 to 10 feet 1 EA TruBolt+ SDI 5/8"X611 3 ea #8/32X5/8" screws 10.5 to 12 ft 1 EA Tru5olt+ SDi 5/8"X611 3 ea #8/32X5'/8" screws 12.5 to 15 Ft 1 EA TruBolt+ SDI 5/8"X611 -1 ea #8/32X5/8" screws 15.5 to 20 ft 1 EA TruBolt+ SDi 5/8"X611 `i ea #8/32X58" screws 20.5 to 25 ft 1 EA TrueBolt+ SDI 5/8"X611 8 ea #8/32X51/8" screws 25.5 to 30 ft I EA True5olt+ SDi 5/8"X611 9 ea #8/32X5/8' screws EMBED TrueBolt+ 9-1/2", 4-1/2" EDGE DISTANCE, MIN SEPARATION 9" PER MNF'R INSTRUCTIONS K '�`� PR�FFsfi ,��1GIN�� oy9 19403PE� l i OREGON AGCY 22, D D • R\G 7 EXP. 12131/16 z�7 CN U� z "' X1=4 w Z38m co l Z�Z 0 z 1 V1 Q z�7 CN U� z "' X1=4 w Z38m co l Z�Z z DATE "1111116 DESIGNER R.L.C. CHECKED BY Q R.D.R. �1--Dp1~}0 FILE NO. S i �� ('vl eco Q014CNI-D1.l G Vml� PROJECT NO. ! 0 C*741 SHEET NO. F G H J P 7 9 211-3 U� �= 4 w 2 V1 Q E --i 0 3 �o 0 J DATE "1111116 DESIGNER R.L.C. CHECKED BY Q R.D.R. �1--Dp1~}0 FILE NO. S i �� ('vl eco Q014CNI-D1.l G Vml� PROJECT NO. ! 0 C*741 SHEET NO. F G H J P 7 9 211-3 U �= LU o w 2 DATE "1111116 DESIGNER R.L.C. CHECKED BY Q R.D.R. �1--Dp1~}0 FILE NO. S i �� ('vl eco Q014CNI-D1.l G Vml� PROJECT NO. ! 0 C*741 SHEET NO. F G H J P 7 9 211-3 I= I C> Cu co co LO iri co cl a.) co PO lj*-ll f, i "R3 Olt