0 01 <br />1 <br />2 <br />2 <br />3 <br />3 <br />4 <br />4 <br />5 <br />5 <br />6 <br />6 <br />7 <br />7 <br />8 <br />8 <br />9 <br />9 <br />10 <br />10 <br />11 <br />11 <br />12 <br />12 <br />13 <br />13 <br />AA <br />BB <br />CC <br />DD <br />EE <br />2d 2d3d 2d2d2d2d2d2d <br />1d1d1d1d1d3d3d 3d 3d 3d 3d <br />3d4d 4d 4d 4d 4d <br />2w1w 2w1w 2w1w 2w1w 2w1w 1w2w1w2w1 <br />A301 <br />_______ <br />2w 2w 2w 2w 2w <br />28' - 4"28' - 4"28' - 4"28' - 4"28' - 4"28' - 4"28' - 4"28' - 4"28' - 4"28' - 4"28' - 4"28' - 4" <br />340' - 0"30' - 0"15' - 0"15' - 0"2 1/2"19' - 7"10' - 2 1/2"90' - 0"28' - 4"28' - 4"28' - 4"28' - 4"28' - 4"28' - 4"28' - 4"28' - 4"28' - 4"28' - 4"28' - 4"28' - 4" <br />= 7 1/2" CONC. TILT-UP WALL <br />= 10" CFS STUD WALL <br />2w 1w2w <br />4d <br />= CONC. RETAINING WALL (VERIFY LOCATION WITH CIVIL DRAWINGS) <br />20' - 4" <br />20' - 8"20' - 8"30' - 0"15' - 0"15' - 0"2 1/2"19' - 7"10' - 2 1/2"20' - 4" <br />S502 <br />15 <br />S502 <br />15 <br />1000S162-54 STUDS @ 16" O.C. <br />1000T162-54 TRACK TOP & BOTT. <br />1/4" Ø TITEN-HD EMBED 1 5/8" INTO <br />CONC. @ 4" O.C., STAGGER 2" O.C. <br />(INSPECTION REQ'D)118' - 0"2d <br />= 2x4 WALL STUDS 16" O.C. <br />8'-0" PL. HT. <br />Tenant Space <br />101 <br />Tenant Space <br />107 <br />Mech <br />113 <br />3' - 0"5' - 0" <br />12' - 0"1dSEE <br />GUARD <br />NOTE <br />SEE <br />GUARD <br />NOTE <br />A101 <br />2 <br />A101 <br />3 <br />A RED LINE WILL BE PAINTED <br />AT 12' OFF OF FINISH FLOOR <br />OF THE ENTIRE PERIMETER <br />OF THE BUILDING WITH THE <br />WORDS "NO STORAGE ABOVE <br />THIS LINE" CLEARLY PAINTED <br />IN A CONTRASTING COLOR <br />A RED LINE WILL BE PAINTED <br />AT 12' OFF OF FINISH FLOOR <br />OF THE ENTIRE PERIMETER <br />OF THE BUILDING WITH THE <br />WORDS "NO STORAGE ABOVE <br />THIS LINE" CLEARLY PAINTED <br />IN A CONTRASTING COLOR <br />TRASH STORAGE CONTAINERS PER SECTION 304 OF 2014 OFC <br />TRASH STORAGE CONTAINERS PER SECTION 304 OF 2014 OFC <br />19 <br />S502 <br />TYP <br />_______ <br />21 <br />S502 <br />_______36' - 0" (VERIFY)36' - 0" (VERIFY)9 <br />1.MAIN ENTRY DOOR MUST HAVE SIGN <br />STATING: <br />2.ALL DOOR HARDWARE SHALL COMPLY WITH 2014 OSSC SECTION 1008 <br />INCLUDING ALL HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING <br />DEVICES <br />"THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" <br />3.EXIT (DOOR) HARDWARE SHALL COMPLY WITH 2014 OSSC SECTION 1008.1.9 <br />4.DOOR OPENING FORCE ALONG ACCESSIBLE PATH PER 2014 OSSC SECTION 1101.2.2.5 <br />ACCESSIBLE ROUTE SHALL BE AS FOLLOWS: <br />•EXTERIOR DOORS: 8 1/2 POUNDS-FORCE (LBF)(37.8 N) <br />•INTERIOR DOORS: 5 POUNDS-FORCE (LBF)(22.2 N) <br />•WHERE ENVIRONMENTAL CONDITIONS REQUIRE GREATER CLOSING <br />PRESSURE, POWER-OPERATED DOORS SHALL BE USED WITHIN THE <br />ACCESSIBLE ROUTE <br />•FIRE DOORS SHALL HAVE THE MINIMUM FORCE NECESSARY TO CLOSE AND <br />LATCH THE DOOR <br />DOOR ACCESSIBILITY NOTES <br />Hardware Group 1:•Exterior-Lever Handle <br />•Interior-Single Action Lever <br />•Automatic Closer-Optional <br />•Latch-Yes <br />•Lock-Yes <br />(Main Entry) <br />Hardware Group 2:•Exterior-Lever Handle <br />•Interior-Lever Handle <br />•Automatic Closer-Optional <br />•Latch-Yes <br />•Lock-Bolt, Keyed Both Sides <br />Door Hardware <br />* "Single Action Lever Handle" To Disengage All <br />Locking Mechanisms With Not More Than One <br />Operation Per 2014 OSSC 1008.1.9.5 <br />#d <br />MARK SYMBOL GENERAL NOTES: <br />• <br />• <br />CJ01 <br />L101 <br />L101 <br />CJ01 <br />= <br />= <br />2x8 H.F. #2 P.T. LEDGER w/ <br />(2) 1/2" Ø TITEN-HD @ 16" O.C. <br />(SPECIAL INSPECTION REQ'D) <br />2x8 D.F. #2 @ 16" O.C. w/ <br />LUS26 HANGER TO LEDGER <br />19 <br />S501 <br />_______ <br />0 =1/2" PLYWOOD, 8d COMMON <br />6" O.C. EDGE, 12" O.C. FIELD <br />2x STUDS AT ABUTTING PANEL EDGE <br />NO EDGE BLOCKING <br />0.145" Ø PAF @ 16" O.C. PL. TO SLAB <br />STORAGE NOTE <br />A DURABLE SIGN STATING "NOT DESIGNED FOR STORAGE LOADS" <br />MUST BY CONSPICUOUSLY POSTED AND VISIBLE TO PERSONS WHO <br />MAY ATTEMPT TO STORE ITEMS ON THE CEILING <br />CEILING LOADING: 10# PSF LIVE / 15# PSF DEAD <br />-12" INSULATION (NOT REQ'D) <br />-5/8" GYPSUM <br />GUARD POSTGUARD TOP RAIL <br />WALKING <br />SURFACE <br />5 <br />A101 <br />TYP <br />_______ <br />INTERMEDIATE RAIL <br />GUARDNOTE <br />NO OPENING LIMITATIONS PER SECTION 1015.4 EXCEPTION 4 <br />WALKING <br />SURFACE 3' - 6"30" (MAX)GUARD TOP RAIL <br />GUARD POST <br />RAMP <br />THERMAL ENVELOPE REQ'D <br />ROOF <br />CONC. WALLS <br />FLOOR <br />ROLL UP DOORS <br />METAL SWINGING DOOR <br />FIXED STOREFRONT <br />STOREFRONT ENTRY DOOR <br />= <br />= <br />= <br />= <br />= <br />= <br />= <br />R-20 CONT. <br />7" NORMAL DENSITY CONC. U = 0.78 <br />SLAB ON GRADE U-0.14 <br />U-0.14 <br />U-0.37 <br />U-0.37, SHGC = 0.27 <br />U-0.73, SHGC = 0.20 PE <br />T <br />ERKEL L Y D EGNER86970PE <br />OREGONDE <br />C <br />EMBER 1 2 ,2012REER E D PROFESSNENGIEERGISTI <br />O <br />N <br />ALCHK'D BY:DRAWN BY:DATE:W.O. NUMBER:SCALE: AS NOTEDDESIGNED BY:pioneerengr.comPHONE: 541-746-58411717 CENTENNIAL BLVD STE 9SPRINGFIELD, OR 97477THESE DRAWINGS ARE THE PROPERTY OF PIONEER ENGINEERING LLC AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF PIONEER ENGINEERING LLC.PIONEERENGINEERINGLLCDrawing File:McINTYRECONSTRUCTION INC91 S DANEBO AVE.EUGENE, OR 97402(541) 687-2841(541) 343-6752 FAXCCB #035506/16/2021 4:39:04 PMP:\2018- jobs\020 MCI Danebo Tilt-Up Bldg A\DRAWINGS\18-020 rev-10 v06.16.21.rvtA101MCI Building-AFloor Plan / Shear Wall Plan05/29/19CDBPKD18-020DKC87 S. Danebo Ave.Eugene, OR 97402EXPIRES 12/31/2021 <br />1/16" = 1'-0" <br /> 1st Floor Plan 1 <br />Door Schedule <br />Type Mark Width Height Hardware Notes <br />1d 3' - 0"7' - 0"Group 2 <br />2d 3' - 0"6' - 10"Group 1 <br />3d 12' - 0" 14' - 0" <br />4d 20' - 0" 10' - 0" <br />Grand total: 29 <br /> • <br /> • <br />MARK SYMBOL GENERAL NOTES: <br /> 2w 18'-4" 4'-4" METAL PER OWNER 0.45 0.40 METAL FRAMING U-VALUE & SHGC PER 2014 OEESC TABLE 502.3 <br /> 1w 18'-0" 9'-0" METAL PER OWNER 0.45 0.40 METAL FRAMING U-VALUE & SHGC PER 2014 OEESC TABLE 502.3 <br /> MARK WIDTH HEIGHT FRAME FINISH U-VALUE SHGC NOTES <br />Fenestration Schedule <br />1w <br /># <br />XX <br />MARK <br />SUBNOTESUBNOTE • <br /> • <br /> • <br /> • <br /> • <br />SYMBOL GENERAL NOTES: <br />B: <br />A: <br />SUB NOTES: <br /> 1 7/16" OSB SHEATHING BOTH SIDES OF WALL #8 SMS 2" O.C.12" O.C. 6" CFS 6" CFS <br />NOTE SCREWS EDGE FIELDWALL SHEATHING <br />FASTENERS <br />STUDS AT ABUTTING <br />PANEL EDGES <br />EDGE <br />BLOCKING <br />SHEAR WALL FASTENER SCHEDULE <br />•GUARDS REQUIED ON NON-LOADING SIDE OF LOADING DOCK <br />•EXTEND GUARD ALONG EDGE OF WALKING SURFACE TO A POINT <br />WHERE THE WALKING SURFACE AT THE END OF THE GUARD IS <br />NOT MORE THAN 30" ABOVE THE LOWER ADJACENT GRADE AT <br />ANY POINT WITHIN 36" <br />•SEE 2/A101 & 3/A101 <br />GUARD NOTE <br />1/8" = 1'-0" <br /> Mech. RM. Ceiling Framing Plan 2 1/8" = 1'-0" <br /> Mech. RM. Shear Wall Plan 3 <br />1 <br />3 <br />3 <br />REV. #DATEREVISIONDWNCHKD108/28/19Rail Details, Plan Review SolutionsCDBPKD310/10/19Trash Storage LocationDKCPKD812/17/20Revision 8DKCPKD903/25/21Partition Wall RelocationCDBPKD1006/16/21Therm. Envelope + GuardrailCDBPKD8 8 <br />N.T.S. <br /> Guardrail Detail - Front View 4 <br />N.T.S. <br /> Guardrail Detail - Section 5 <br />10 <br />10 <br />Received by City of Eugene: 06_A-101_Floor_Plan - 06/16/2021, 7:45:51 PMGuards shall be located along open-sided walking surfaces of ... <br />ramps and landings that are located more than 30 inches <br />measured vertically to the floor or grade below at any point within <br />36 inches horizontally to the edge of the open side. Guards shall <br />be adequate in strength and attachment in accordance with <br />Section 1607.8. Guards shall not be less than 42 inches high <br />measured vertically from adjacent walking surfaces; 2019 OSSC <br />1015.2, 1015.3. <br />Information only: Trash containers located inside okay per 2014 EFC (OFC) Section 304.3.2, .3 and .4 Exception <br />1 due to building to be fire sprinklered. GRG Reviewed for Code Compliance - 07/01/2021 7:38:26 PM Permit Number - 19-04770-01