ADDENDUM NO. 1 February 15, 2018 Architect's Project No. 1708

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1 NUM NO. February 5, 208 rchitect's Project No. 708 RHITT S PROJT #708 4J SHOOL ISTRIT IP# J SHOOL ISTRIT NORTH UGN HIGH SHOOL TRK SH SILVR LN UGN, ORGON OWNR ugene School istrict 4J 75 West 4 th venue ugene, Oregon ontact: on Philpot mail: philpot@4j.lane.edu Phone: (54) RHITT Loren erry rchitect 460 Madrone Street Springfield, Oregon Project rchitect: Loren erry -mail: lberry@berryarch.com (54) Office This addendum, consisting of a total of (3) pages, forms a part of the ontract ocuments and modifies the original rawings dated February 5, 208. cknowledge receipt of this ddendum in the space provided on the id Form. Failure to do so may subject the idder to disqualification. RWINGS. Rev#- amaged fencing has already been replaced. elete repair of damaged fencing. 2. Rev#- Saw cut existing asphalt for excavation and construction Rev#- orrection of joist type Rev#- orrection of 2% maximum apron slope Rev#- Set grade: slope up /2 per foot from existing grade. larification: Toe of apron establishes datum for elevation of building slab Rev#- Warp apron to drain Rev#- Saw cut existing asphalt for excavation and construction Rev#- Substitute 430 OH oors for 46 OH oors. See Specifications #2 below. 9. Rev#- dd (6) 4 x4 x/8 galvanized angles at all exterior corners of overhead door openings. 48 lengths secured with galvanized expansion anchors. 0. Rev#- larification regarding gutter brackets.. Rev#- ddition of 9/ Fascia etail. 2. Rev#- orrections and clarifications to 6/ Rake etail.

2 NUM NO. February 5, 208 rchitect's Project No Rev#- larifications to 5/ Foundation/ornice Section etail: continuous PV soffit vent. 4. Rev#- larifications to flashings in etail /Roof etail Peak and Gutter. Pre-id Walkthrough Information: Present: on Philpot of ugene 4J School istrict oug Jost of 2G onstruction Spencer Lemmon of Wildish onstruction Ron Harrison of ineham onstruction Nick Posey of Pacific xcavators ndy Halvorson of Halvorson ontracting Ryan Thomas of Ryan Thomas onstruction General omments: The track surface shall be protected from wear and tear. ontractors are to use asphalt or gravel roads for moving equipment and vehicles. rea is open to the public. See Specification Section 0 00, Part.05. Parking and access to the site is to be coordinated with the owner. Speak with the principal of North ugene High School Summer Hours: 9amnoon and pm-3pm. See Specification Section 0 00, Part.05. through F. Questions: Q: Roof framing on 2 calls for the joist s to be 7/8 TJI 360 at 6 o/c but on detail 5/ it calls out for 7/8 Red 45 at 24 o/c which one is correct? : 7/8 TJI I45 at 24 O.. is correct. The attached drawing 2 Rev# has been corrected.

3 NUM NO. February 5, 208 rchitect's Project No. 708 SPIFITIONS:. Section Sheet Metal Roofing, Part 2 Products, Part 2. Manufacturers,. Sheet Metal Manufacturers dd 2. P Span. 2. Section Sheet Metal Roofing, Part 2 Products, Part 2. Standing Seam Roofing System dd. System: esign Span HP by P Span ivision of S Profiles, Inc.: with striations. 3. Section Sheet Metal Roofing, Part 2 Products, 2.4 Fabrication, dd F. Fabricate panels and accessory items at factory, using manufacturer s standard processes as required to achieve specified appearance and performance requirements. SPIFITIONS: PPROV SUSTITUTIONS. Section Sheet Metal Roofing, Part 2.0 Manufacturers, dd: #3. Taylor Metal Products: Versa-Span, 24 Ga. With offsets and minimum 30 Year Warranty Section Sectional oors, Part 2.2 Steel oors. Substitute model# 430 overhead doors for model# 46 overhead doors. 4. Section Material: 24 Gauge, galvanized steel. *nticipate donation of material portion of 430 overhead doors (labor not donated). ontact hris Schnider of Overhead oors at (54) Phone (54) Fax, (54) ell, chris@oheugene.com mail. 3. Section Wood I-Joists, Part 2. Manufacturers, dd: #3. I (oise ascade) Wood I-Joist 60 Series 2.0. Sizing for loading to match specified product. TTHMNTS: Partial Site Plan, Revision #, ated 2/5/208 2 Plans, Revision #, ated 2/5/208 levations, Revision #, ated 2/5/208 etails, Revision #, ated 2/5/208 etails ontinued Revision#, ated 2/5/208 N OF NUM

4 GNRL NOTS:. PROTT XISTING ONRT RIVWYS, URS, N FNING FROM MG. RPIR NY MG TO RS URING WORK. 2. PROVI ROSION ONTROL VIS T NRY TH SINS TO PRVNT SIMNT-LN RUNOFF FROM NTRING STORM RIN SYSTM. PRIOILLY LN NY ROSION ONTROL VIS S RQUIR. 3. IMNSIONS N LOTIONS OF UNRGROUN UTILITIS R PPROXIMT. PROVI PRIVT LOT OF UTILITIS PRIOR TO OMMNING WORK. 4. MINTIN VHIL SS TO TRK N SOFTLL FILS WST OF TH TRK URING ONSTRUTION. 5. ONFIN ONSTRUTION TIVITIS S LOS TO WORK FOOTPRINT S POSSIL. 6. LN LL NW LVTIONS K TO XISTING GR TO RT UNIFORM SLOP. MXIMUM SLOP, 4:. 7. ONSTRUT SMOOTH TRNSITIONS TWN NW PVING IMPROVMNTS N XISTING PVING TO RMIN. 460 Madrone Street Springfield, OR (p) (f) PROTT TRK FROM VHIL SS S T TITL SHT SIT PLN FOR OMPLT ONTRTOR SS ROUT NORTH UGN HIGH SHOOL - TRK SH 208 IP# SILVR LN UGN, ORGON PRTIL SIT PLN PROJT NUMR 2/5/208 RVISIONS rchitect '6 Lorenerry

5 Lorenerryrchitect ' WLL LGN PROJT NUMR 2/5/208 RVISIONS 2 NORTH UGN HIGH SHOOL - TRK SH 208 IP# SILVR LN UGN, ORGON PLNS, SHULS, & STION 460 Madrone Street Springfield, OR (p) (f)

6 Lorenerryrchitect ' x 4 x /8 GLVNIZ NGLS T LL OVRH OOR OPNINGS TYP. 48 LNGTHS SUR WITH GLVNIZ XPNSION GROUT JOINTS 4 PROJT NUMR 2/5/208 RVISIONS NORTH UGN HIGH SHOOL - TRK SH 208 IP# SILVR LN UGN, ORGON LVTIONS 460 Madrone Street Springfield, OR (p) (f)

7 Lorenerryrchitect ' PROJT NUMR 2/5/208 RVISIONS NORTH UGN HIGH SHOOL - TRK SH 208 IP# SILVR LN UGN, ORGON TILS 460 Madrone Street Springfield, OR (p) (f)

8 SIGN RITRI: FLOOR LIV LO ROOF LIV (SNOW) WLL LIV (WIN) ROOF LO 25 PSF, SL ON GR / () FLOOR 25 PSF 0 MPH XPOSUR, LSS 3 OUPNY 0 PSF, MINIMUM LUMR SIGN VLUS ONRT STL OS N STNRS S N OSS / IS 9 SISMI VLUS: S S S SOIL RING 500 PSF #2 FIR UNLSS NOT 2500 PSI FOR SIGN, 3500 PSI FOR PRFORMN 36 KSI FOR STRUTURL, 60 KSI FOR RINFORMNT 460 Madrone Street Springfield, OR (p) (f) NORTH UGN HIGH SHOOL - TRK SH 208 IP# SILVR LN UGN, ORGON ITIONL TILS PROJT NUMR 2/5/208 RVISIONS rchitect '6 Lorenerry 3 4 5