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GENERAL NOTES: GEOTECHNICAL NOTES: SHEET DESCRIPTION <br /> 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF APPLICABLE FEDERAL, STATE, 1. SOIL BEARING CAPACITY: DECK PIPE PILES SHALL BE DESIGNED PER GEOTECHNICAL SO1 GENERAL NOTES <br /> AND LOCAL CODES AND OTHER REQUIREMENTS WHICH HAVE BEEN ADOPTED BY THE REPORT BY GEOTECH CONSULTANTS, INC. (DATED 10/20/2021). ALLOWABLE AXIAL <br /> LOCAL JURISDICTION OR ARE OTHERWISE APPLICABLE TO THIS PROJECT. COMPRESSIVE CAPACITIES: <br /> S02 3D DRAWING <br /> 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL 2—INCH PIPE PILE: 2 TONS <br /> DIMENSIONS, GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT THE JOB SITE S03 3D DRAWING <br /> ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE 2. PILE INSTALLATION: PIPE PILES SHALL BE DRIVEN TO REFUSAL PER GEOTECHNICAL <br /> ARCHITECT FOR CLARIFICATION AND CORRECTION PRIOR TO BEGINNING ANY WORK. RECOMMENDATIONS (MINIMUM PENETRATION RESISTANCE OF 1 INCH OR LESS PER SO4 3D DRAWING <br /> 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE MINUTE AS APPLICABLE). <br /> COORDINATION OF ALL TRADES AND GOVERNING AGENCIES AND SHALL PROVIDE ALL 3. PILE MATERIAL SPECIFICATIONS: S05 3D DRAWING <br /> MATERIALS AND LABOR (SHOWN OR INFERRED) ON THESE PLANS TO RENDER THE WORK <br /> COMPLETE. 2—INCH DIAMETER PILES: SCHEDULE 80 STEEL PIPE S06 3D DRAWING <br /> 4. IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY FOR THE SUPERVISION OF THE STANDARD BLACK STEEL PIPE ACCEPTABLE; NO GALVANIZATION REQUIRED. <br /> WORK. 4. PILE CONNECTIONS: PIPE SECTIONS TO BE CONNECTED USING THREADED COUPLERS, S07 3D DRAWING <br /> 5. ALL PLANS SHALL BE IN ACCORDANCE WITH 2O21 IRC & IBC. SNUG SLIP COUPLERS (WITH SHIMS OR WELDING FLUX IF NEEDED), OR BY WELDING. <br /> S08 3D DRAWING <br /> 6. FOUNDATION AND RAILING ARE ENGINEERED AND REST OF DESIGN IS PRESCRIPTIVE. 5. FOUNDATION SUPPORT: EACH ISOLATED DECK FOOTING SHALL BE SUPPORTED BY A <br /> MINIMUM OF THREE PIPE PILES: S09 3D DRAWING <br /> ONE VERTICAL PILE S10 3D DRAWING <br /> TWO DOWNSLOPE BATTERED PILES AT A MINIMUM 1:4 (H:V) INCLINATION AT DIFFERENT <br /> MATERIAL: DIRECTIONS. <br /> S11 EAST ELEVATION <br /> DECKING: TIMBERTECH EDGE COCONUT HUSK 6. SITE CLASS: SEISMIC SITE CLASS D PER IBC 1613 / ASCE 7-16. <br /> RAILING: 6061 ALUMINUM S12 SOUTH ELEVATION <br /> FOOTING CONCRETE: 2,500 PSI S13 EX. UPPER DECK PLAN <br /> REINFORCEMENT STEEL: 40 KSI S14 EX. LOWER DECK PLAN <br /> S15 UPPER DECK PLAN <br /> DESIGN CRITERIA: S16 UPPER DECK FRAMING <br /> DEAD LOAD: 10 PSF <br /> S17 LOWER DECK PLAN <br /> LIVE LOAD: 60 PSF <br /> S18 LOWER DECK FRAMING <br /> SNOW LOAD: 25 PSF <br /> S19 DETAILS-1 <br /> WIND LOAD: 10 PSF <br /> S20 DE7AILS-2 <br /> FRAMING GRADES AND SPECIES: S21 FOUNDATION DETAILS <br /> JOISTS: 2 x 8 PRESSURE TREATED DF No. 2 <br /> S22 CABLE RAILING DETAILS <br /> BEAMS: 6 x 8 PRESSURE TREATED DF No. 2 <br /> 6 x 12 PRESSURE TREATED DF No. 2 <br /> 5.5 x 11.25 GLULAM BEAM 24F—V4 <br /> 5.5 x 14 GLULAM BEAM 24F—V4 <br /> POSTS: 6 x 6 PRESSURE TREATED DF No. 2 <br /> RAILING: <br /> 42" 3BD HORIZONTAL CABLE RAILING <br /> FASCIA MOUNT <br /> 2"X2" POSTS <br /> 3"X1" RAIL TOP <br /> ABBREVIATIONS: <br /> CENTER LINE <br /> O.0 ON CENTER <br /> DIN DOWN <br /> TYP. TYPICAL <br /> CLIENT PAUL & ALISON VIJGEN DATE 08/24/2025 DRAWN BY M. ALMOUTI <br /> 4918 23RD AVE W <br /> ADDRESS EVERETT, WA 98203 SCALE ` City of Everett Permit Services <br /> PARCEL 00644500000600 SHEET 1 APPROVED BY EVERETT Reviewed for Permit 10/07/2025 <br /> WRSHINGTON 3mmNe- <br />