SPECIFICATIONS Drawing Name: V:\Projects - Current\ J Small Projects - SEHS Womens Locker Room\2. Design\2.5 Design Phase\c. Construction D

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17 SPECIFICATIONS Drawing Name: V:\Projects - Current\ J Small Projects - SEHS Womens Locker Room\2. Design\2.5 Design Phase\c. Construction Documents\c. Working Drawings\Struc\SEHS WLR Struc Plan.dwg Last Save: March 9, :47 PM Plot Date: March 9, :47 PM By: Nick Reid A 1 6x6 POST B C 6x6 POST 5.5"x10.5" GLB PARTIAL PLAN SCALE: 1/4" = 1'-0" 6x6 POST REMOVE/REPLACE (E) BEAM 10d TOENAIL TO EACH (E) JOIST SHORE (E) FRAMING PRIOR TO REMOVING (E) WALL 5 1/2" GLB LCE4 CAP B EDGE OF PIPE CHASE, ABOVE D A S-102 4x6 POST W/ ECCQ CAP * ABA46Z BASE W/ 1 2" x 3" MIN. EMBED. SB2 SECTION SCALE: 3/4" = 1'-0" 3 1 8" x 9" GLB 4x6 POST W/ ECCQ CAP ABA46Z BASE W/ 1 2" x 3" MIN. EMBED. SB2 * NOTE 6 x 8 4x6 POST W/ ECCQ CAP * ABA46Z BASE W/ 1 2" x 3" MIN. EMBED. SB2 B S " x 9" GLB 4x4 POST ECCQ CAP (N) 2-2 x 6 BOX HEADER CENTER POST ON (E) CONCRETE FLOOR BEAM (E) PONY WALL (E) EAST END (E) 16"± O.C. SHORE (E) FRAMING PRIOR TO REMOVING (E) WALL 6x6 DF No.1 POST. 1/4" GAP BETWEEN POST & BEAM & (E) WALL C A SECTION SCALE: 3/4" = 1'-0" SECTION SCALE: 1/4" = 1'-0" (E) 2x6 BEAM (E) 24" O.C. 5 1/2" GLB 4x6 (OR 6x6) A23 EACH SIDE OF EACH POST (E) 2-2x6 6x6 POST D SECTION SCALE: 3/4" = 1'-0" 5.5" GLB 24F-V4 INSTALL TIGHT UNDER (E) 2x JOISTS. 16d TOENAIL TO EACH JOIST. (E) 16" O.C. 4x6 SQUASH BLOCK W/ LCE4 CAP & 2 - A23's TO (E) 2-2x6 BEAM 6x6 POST W/ LCE4 CAP & ABW66Z BASE W/ 1/2"Ø SB2 W/ 3" MIN EMBEDMENT 6x6 POST W/ 2 - A23's TO (E) 2-2x6 BEAM & ABW66Z BASE W/ 1/2"Ø SB2 W/ 3" (E) WALL TO BE REMOVED MIN EMBEDMENT 6x6 POST ABW66Z BASE 1/2"Ø SB2 W/ 3" MIN EMBED. (E) CONC. SLAB & JOISTS (E) BEAM & COLUMN (E) CEILING FRAMING LCE4 CAP BLOCKING UNDER 4x6 (OR 6x6) (E) 16" O.C. SHORE (E) FRAMING PRIOR TO REMOVING (E) WALL GENERAL ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT GOVERNING EDITION OF THE OREGON STRUCTURAL SPECIALTY CODE (OSSC). CONSTRUCTION LIABILITY THE CONSTRUCTION CONTRACTOR AND SUBCONTRACTORS AGREE THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR AND SUBCONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS, AND THE CONSTRUCTION CONTRACTOR AND SUBCONTRACTORS FURTHER AGREE TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXPANSION ANCHORS EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT-TZ WEDGE ANCHORS, SIMPSON STRONG-BOLT 2 OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL ANCHORS IN ACCORDANCE WITH THE ICC ES-REPORT. SPECIAL INSPECTION REQUIRED WOOD FRAMING DOUGLAS FIR, CONFORMING TO WEST COAST LUMBER INSPECTION BUREAU STANDARD GRADING AND DRESSING RULE NO. 17, AS AMENDED TO DATE. 2X, 3X, 4X, PLATES, JOISTS, PURLINS AND BEAMS: NO. 1, UNLESS NOTED OTHERWISE (UNO) ON THE DRAWINGS. 6X, POSTS AND BEAMS: NO. 1, UNO. 2X, 3X, 4X, STUDS, BLOCKS, NAILERS AND MISCELLANEOUS FRAMING: NO. 2, UNO. TIMBER FASTENERS ALL TIMBER FASTENERS SHALL CONFORM TO THE FOLLOWING: NAILS: COMMON WIRE NAILS (GALVANIZED FOR EXTERIOR USE) CONFORMING TO ASTM F1667. CONNECT TIMBER MEMBERS IN ACCORDANCE WITH OSSC TABLE FASTENING SCHEDULE UNO ON PLANS BOLTS: SHALL MEET THE REQUIREMENTS OF ANSI/ASME B OR ASTM A307 GRADE B. GALVANIZE FOR EXTEROR USE. LAG SCREWS: SHALL MEET THE REQUIREMENTS OF ANSI/ASME B PILOT HOLES AS REQUIRED, INSTALL BY TURNING, GALVANIZE FOR EXTERIOR USE. WOOD SCREWS: SHALL MEET THE REQUIREMENTS OF ANSI/ASME B INSTALL BY TURNING, GALVANIZE FOR EXTERIOR USE. SDS AND SD SCREWS: AS MANUFACTURED BY SIMPSON STRONG TIE. LIGHT GAGE METAL WOOD CONNECTORS ALL LIGHT GAGE METAL WOOD CONNECTORS, UNO ON THE DRAWINGS, SHALL BE AS MANUFACTURED BY SIMPSON STRONG TIE OR APPROVED EQUAL. MANUFACTURED LUMBER MANUFACTURED LUMBER SHALL CONFORM TO THE FOLLOWING: LAMINATED VENEER LUMBER (LVL): 2.0 E WEYERHAEUSER TJI LAMINATED STRAND LUMBER (LSL): 1.55 E WEYERHAEUSER TJI PARALLEL STRAND LUMBER (PSL): 2.2 E WEYERHAEUSER TJI GLUED LAMINATED TIMBERS: ANSI A F-V4 TYPICAL, 24F-V8 FOR CANTILEVER AND CONTIUOUS SPANS PROJECT DATA 1. PLANS AND CALCULATIONS FOR THE STRUCTURAL DESIGN WERE BASED UPON THE 2014 OREGON STRUCTURAL SPECIALTY CODE (2012 IBC). 2. DESIGN LOADS ARE AS FOLLOWS: 2.1. VERTICAL: FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 85 PSF ROOF DEAD LOAD: 15 PSF ROOF SNOW LOAD: 22 PSF SNOW + 5 PSF RAIN SURCHARGE P f = 20 PSF C e = 1.0 C t = 1.0 I s = LATERAL: WIND: N/A SEISMIC: N/A 2.3. FOUNDATION: N/A GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE OREGON STRUCTURAL SPECIALTY CODE. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS, ELEVATIONS, AND OPENINGS ON THE STRUCTURAL DRAWINGS WITH THE ARCHITECTURAL DRAWINGS. NOTIFY THE ENGINEER AND ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. 3. THE CONTRACT STRUCTURAL DOCUMENTS REPRESENT THE FINAL STRUCTURE AND UNLESS INDICATED OTHERWISE, THEY DO NOT SPECIFY THE MEANS OR METHODS OF CONSTRUCTION. SHEET NUMBER STRUCTURAL PLAN & DETAILS COPYRIGHT THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AUSLAND GROUP AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF AUSLAND GROUP Ashland Eugene Grants Pass Medford ISSUE DATE: PHASE: PROJECT # REV DRAWN BY: SOUTH EUGENE HIGH SCHOOL WOMEN'S LOCKER ROOM DESIGNED BY: CHECKED BY: APPROVED BY: MILESTONE: 3/9/ DESCRIPTION VERIFY SCALES ORIGINAL DRAWING BAR IS ONE INCH IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY NER SAM SAM SAM 400 EAST 19TH AVENUE EUGENE, OR 97401

18 Ashland Eugene Grants Pass Medford MILESTONE: ISSUE DATE: 3/9/2018 PHASE: PROJECT # REV DESCRIPTION Drawing Name: V:\Projects - Current\ J Small Projects - SEHS Womens Locker Room\2. Design\2.5 Design Phase\c. Construction Documents\c. Working Drawings\Struc\SEHS WLR Struc Details.dwg Last Save: March 9, :04 PM Plot Date: March 9, :08 PM By: Nick Reid 2-10d TOENAILS TO EACH (E) JOIST A23 EACH SIDE (E) 2-2x6 2-10d TOENAILS TO EACH (E) JOIST A S-102 NOTE SECTION SCALE: 1" = 1'-0" (E) WALL & CEILING FRAMING SHORE (E) FRAMING PRIOR TO REMOVING (E) SUPPORT (N) 6x8 BEAM A23 EACH SIDE (N) 4x6 POST (E) WALL & CEILING FRAMING (E) PIPE CHASE CEILING (N) x 9 GLB FACE (E) WALL SECTION A-A 12" O.C. TOP & BOTTOM 2x6, TYP B S-102 SCALE: 1" = 1'-0" (N) 2x6 48" O.C. 2-10d EACH BLOCK (N) x 9 GLB (N) ECCQ CAP A A (N) 2-2x6 BOX HEADER (N) HH6 HANGER EACH END SECTION NOTE SHORE (E) FRAMING PRIOR TO REMOVING (E) SUPPORT (E) CEILING FRAMING 2-10d TOENAILS TO EACH (E) JOIST (N) 6x8 BEAM (N) HU68TF HANGER 4x6 (N) POST IN WALL, BEYOND SHEET NUMBER S-102 FOUNDATION DETAILS COPYRIGHT THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AUSLAND GROUP AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF AUSLAND GROUP DRAWN BY: SOUTH EUGENE HIGH SCHOOL WOMEN'S LOCKER ROOM DESIGNED BY: CHECKED BY: APPROVED BY: VERIFY SCALES ORIGINAL DRAWING BAR IS ONE INCH IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY NER SAM SAM SAM 400 EAST 19TH AVENUE EUGENE, OR 97401