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GENEML STRUCTUML NOTES <br />CODE All conditions, materials and construction shall conform to the code specified in the DESIGN CRITERIA, or <br />other codes required by the governing jurisdiction. <br />PROTECTION Through maintenance and current best practices, provide a building envelope that will preserve <br />the integrity of the structure throughout its lifetime. <br />EGRECTMM Notify Building Department for inspections required by local jurisdiction. <br />SOBS All geotechnical parameters and values are provided by the geotechnical engineer per DESIGN <br />CRITERIA. We provide a degree of this information in our notes to facilitate construction, but it is the <br />responsibility of the contractor to know and understand the contents of their documentation and the impact it <br />has on this project. Should any discrepancy arise between their information and ours, theirs will supersede. <br />Additionally, should it be discovered through site work that these values are not representative, contact this <br />office immediately. <br />STRLXIUML FILL AND BAD shall conform to all recommendations contained within the Geotechnical <br />Report. This may include, but is not limited to. soil types or classes; density, compaction and moisture <br />values; lift heights, etc. <br />FMMA7MM AND RETAMM WALLS Extend footings to undisturbed bearing soil. Do not backfill until all <br />slabs and/or horizontal diaphragms are constructed, otherwise provide temporary bracing to resist movement. <br />There shall be no machine compaction on the retaining side of the structure for a distance equivalent to 2/3rds <br />the wall height. <br />CONCRETE f c ® 3000 psi minimum for environmental exposure (2500 psi used in structural design, or <br />unless greater psi indicated on the plans). S 1/2 sacks of cement per cubic yard of concrete and a maximum <br />of 6 gallons of water per 94 lb sack of cement. Maximum slump is 4". Segregation of materials shall be <br />prevented through proper handling and placement. <br />REBT-ORCM STEEL #4 bars and larger shall be Grade 60 deformed bars, and #3 bars shall be <br />Grade 40 (u.n.o.), in accordance with ASTM A-615, Lap splices 32 bar diameters u.n.o. Welded <br />wire fabric shall conform to ASTM A-135 and shall be 6x6 - W1AxW1.4. Lap one full mesh at splices. <br />CLEAR COVER 3" clr when cast against Earth and 2" cir in all other locations, u.n.o. <br />See applicable detail(s): RI <br />FOOT111% RE&M—GE Footing drainage per IBC section 1805.4.2 & IRC section R405. I. <br />30_BSrMSAFETY Sound Structural Solutions Inc has not been retained or compensated to provide design <br />and/or construction review services related to the contractor's safety precautions or to means, methods, <br />techniques, sequences or procedures for the contractor to perform their work. The undertaking of periodic site <br />visits by the ENGINEER shall not be construed as supervision of actual construction and not make him responsible <br />for providing a safe place for the performance of work by the contractor, subcontractors, suppliers or their <br />employees, or for access, Visits, use work, travel, or occupancy by any person, <br />nQQR1E_ffl5 These drawings and calculations are the intellectual property of Sound Structural <br />OWMRSHIP CW <br />Solutions Inc. These drawings may not be used in whole or in part by any person without permission of Sound <br />Structural Solutions Inc. <br />M�EUA�NEOUA The contractor shall verify dimensions and conditions at job site. The contractor shall <br />provide temporary bracing as required until all permanent connections and stiffenings have been installed. <br />Do not scale drawings. Pre -fabricated items to be handled and installed per manufacturer's recommendations. <br />READ THIS FIRST <br />These plans are organized so that more detailed or specific information is found in the same <br />':vay by follov%iing the direction sholil/n below: <br />GENE P,A,L STRUCTURAL NOTES <br />zll�l <br />IJSCHEDULES, DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES for more <br />specific information. <br />-SCHEDULES <br />DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES and SCHEDULES for more <br />specific information. <br />DETAILS <br />PLANS w i 11 often refer to GENERA L S T R U CT U FAL NOTES, SCHEDULES and DETAILS for rnore <br />specific information. <br />PLANS <br />See the SYMBOL LEGEND as well as ABP_FVJAT10NS AFD ACRONYMS for other additional <br />information used on the PLANS. The term, TfMICAL (or TYV), used wRh a detail callout or elan note, <br />indicates that the information specified shiAl apply in all similar conditions. <br />YOU H' VEA NY QU-F5TIONS OR, CONCERN-5 GOA Cy US 1XIVIEDIA TEL Y! <br />We can be reached immediately by phone: (425) 778-1023 <br />For less pressing questions, email us; inbox@)ssseng.com <br />Please help us get to your plans by having this job number handy: s1905013 <br />q <br />ABV <br />ABOVE <br />E.S. <br />EACH SIDE <br />O.0 <br />ON CENTER <br />A.S. <br />ANCHOR BOLT <br />E.W. <br />EACH WAY <br />P.T. <br />PRESSURE TREATED <br />BUAI <br />BELOW <br />EA <br />'EACH <br />REINF <br />REINFORCEMENT <br />BLK <br />BLOCK <br />EA. <br />EDGE NAILING <br />REOD <br />REQUIRED <br />SLKG <br />BLOCK-ING, <br />EMBED <br />EMBEDMENT <br />SCHED <br />SCHEDULE <br />B,N. <br />BOUNDARY NAA1 ING <br />EXIST <br />EXISTING <br />S IM <br />SIMILAR <br />BTM <br />BOTTOM <br />FD111 <br />FOUNDATION <br />STD <br />STANDARD <br />BRG <br />BEARING <br />FL <br />FLOOR <br />STRUCT <br />STRUCTURAL <br />BTWN <br />BETWEEN <br />FRMG <br />FRAMING <br />SW <br />S H E A RW A L L <br />C LR. <br />C1 F 11 R <br />FTC <br />FOOTING <br />THFRU <br />THROUGH <br />CLTR <br />COLLECTOR <br />GJ. <br />IS ff 1, DEEP, T PjJ S S <br />TAP <br />TYPICAL <br />CONC <br />CONCRETC _ <br />GR <br />GRADE <br />U.N.0, <br />UNLESS NOTED <br />CONN <br />CONNECTION <br />HORIZ <br />HORIZONTAL <br />OTHEPM41SE <br />CONfr <br />Coff INUOUS <br />MAX <br />MAXIMUM <br />VERT <br />VERTICAL <br />CTR <br />CENTER <br />MFG <br />MANUFACTURED <br />wl <br />WITH <br />D& <br />DOUBI F <br />MIN <br />MINIMUM <br />w/o <br />WITHOUT <br />DEFT <br />DETAIL <br />0/ <br />OVER <br />W.W.F. <br />WELDED WIPE FABRIC <br />E,E. <br />EACH END <br />oc <br />ON CENTER <br />Governing Code 15 IBC Risk Category II <br />� Soil Data I <br />JAllowabl- Soil Bearing <br />12001) <br />p-qf <br />I Passive FE a rth P _r,?wj re <br />13 00 <br />pcf <br />I F <br />pi ' <br />K_oe I cient 4 Friction <br />0.40 <br />lAt-Rest Soil Pressure 1 65 pcf <br />I Unit Weig!��E of S Soil 1��20pcf I <br />American Gieoservices Report #: 0470-WA18 Date: 1/241/19 <br />" _ 4 <br />MBOL LEGEND SLEXF <br />CONCWETE WALL AND SPREAD FOOTING <br />See CONCRETE and REINFORCING BAR specifications <br />UTY ( ,)F EVERETT <br />REVIEWED FOR PERMI-r <br />SS" Number: <br />Si905013 <br />Project Name: <br />7818 Larh-ner Road <br />0 w n ca r; <br />Project Location: <br />-7818 Larimer Road <br />Elierett, VIJA 93208 <br />Design Professional: <br />DeS119T, Unes <br />it <br />I <br />This space reserved for <br />governing jurisdiction stamps <br />CD <br />Ln <br />CD <br />CD <br />