Laserfiche WebLink
nECUTAI hDITEDIA <br />CODE INTERNATIONAL RESIDENTIAL CODE - 2018 EDITION <br />ENGINEERED DESIGN PER IBC 2018. <br />GENERAL CONDITIONS <br />1. THE CONTRACTOR SHALL VERIFYAND REVIEW ALL ITEMS WITHIN THE DRAWINGS PRIOR TO <br />PROCEEDING WITH THE WORK NOTIFY THE ENGINEER/ARCHITECT IMMEDIATELY WITH ANY <br />DISCREPANCIES. <br />2. IF SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE <br />SAMEAS FOR SIMILAR WORK. <br />3. DIMENSIONS ARE NOT TO BE SCALED FROM THE PLANS, SECTIONS OR DETAILS WITHIN THE <br />DRAWINGS. <br />4. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, <br />TECHNIQUES, SEQUENCE AND PROCEDURES. <br />5. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE REFERENCED BUILDINGAND ALL <br />OTHER REGULATINGAGENCIES, EXERCISINGAUTHORITY OVER ANYPORRON OF THE WORK. <br />6. SPECIFIC NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES <br />AND SPECIFICATIONS. <br />7. NOTIFY THE ENGINEER OFALL CHANGES MADE IN THE FIELD PRIOR TO INSTALLATION. <br />CAII IA IDATIn Al <br />1. TEMPORARY SHORING DESIGN PARAMETERS PER GEOTECHNICAL REPORT BY NELSON <br />GEOTECHNICAL ASSOCIATES, INC. DATED JULY 1, 2022. <br />2. DESIGN PARAMETERS: <br />PERMANENT SHORING: <br />ACTIVE PRESSURE INCLUDING EQ 70 PCF <br />LAGGING PRESSURE 35 PSF <br />PASSIVE PRESSURE 150 PCF (OVER 2 PILE DIA.) <br />FACTOR OF SAFETY 2.0 <br />NEGLECT UPPER 4 FT <br />3. DRILLING, DRAINAGE PROVISIONS, AND OTHER RELEVANT SOIL CONSIDERATIONS ARE TO BE IN <br />ACCORDANCE WITH THE GEOTECHNICAL REPORT AND MONITORED BY THE GEOTECHNICAL <br />ENGINEER. <br />nnAInDCTE <br />1. REFERENCE STANDARDS: ACI-301 AND ACI-318, <br />2. MINIMUM CONCRETE STRENGTHAT28 DAYS: <br />PILE (LEAN CONC) 500 PSI <br />3. THE MAXIMUM AGGREGA TE SHALL BE 3%` PER ASTM C57 OR C33. PORTLAND CEMENT SHALL <br />CONFORM TO ASTM C-150, TYPE It. <br />4. COMPLY WITHAC1,301 FOR MIXING. DO NOT EXCEED THEAMOUNT OF WA TER SPECIFIED IN THE <br />APPROVED MIX. PROPORTIONS OFAGGREGATE TO CEMENT SHALL BE SUCHAS TO PRODUCEA <br />DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESSIVE FREE <br />SURFACE WATER. <br />1. REFERENCE STANDARDS: LATEST EDITION OF THEAISC"CODE OF STANDARD PRACTICE FOR <br />STEEL BUILDINGS AND BRIDGES". <br />2. MATERIALS: <br />W SHAPES-ASTMA992 (Fy = 50,000 PSI) <br />ALL OTHER STEEL - ASTM A36 (Fy = 36,000 PSI) <br />TIAADCD I AlV`/AIl` <br />1. MATERIAL: DOUGLAS FIR #2 OR BETTER <br />2. PRESERVATIVE TREATMENT SHALL BEACCORDING TO AWPA Ul STANDARD TREATED TO GROUND <br />CONTACT (UC4A) <br />3. VOIDS BEHIND LAGGING SHOULD BEFILLEDWITH DRAINROCKTHESAMEDAYASTHELAGGING <br />INSTALLATION. <br />(`DClllAI /A/COCflT//IA/C <br />1. SPECIAL INSPECTIONSARE TO BEPERFORMED BYINDEPENDENT, JURISDICTIONALLYAPPROVED <br />AGENCYINACCORDANCE WITH SBC SECTION 1701.2AND PROVIDE THE DUTIES AND <br />RESPONSIBILITIESAS INDICATED IN SECTION 1701.3. <br />2. A CERTIFICATE OFSATISFACTORYCOMPLETION OF WORKREQUIRING SPECIAL INSPECTION MUSTBE <br />COMPLETED AND SUBMITTED TO THE BUILDING OFFICIAL UPON COMPLETION OF PROJECT. <br />3. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BYA JURISDICTIONAL INSPECTOR <br />4. THE SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECTAREAS FOLLOWS.' <br />SUMMARY OF SPECIAL INSPECTION <br />ITEM <br />INSPECTION REQUIRED <br />REMARK <br />MONITOR THE INSTALLATION OF SOLDIER PILES, LAGGING, AND BLOCK WALLS, <br />GRADINGAND EXCAVATION <br />CONTINUOUS INSPECTION <br />REFER TO GEOTECHNICAL REPORTAND DRAWINGS <br />MONITOR MOVEMENT OF SOLDIER PILES WEEKLYUNTIL SITE IS BACKFILLED OR <br />GEOTECHNICAL APPROVAL. <br />InD CITE CAEETV <br />THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGNANDIOR CONSTRUCTION <br />REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, <br />TECHNIQUES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM THE WORK THE UNDERTAKING OF <br />PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OFACTUAL <br />CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDINGA SAFE PLACE FOR THE PERFORMANCE OF <br />THE WORK BY THE CONTRACTOR, SUB -CONTRACTOR OR ANY PERSON ON THE SITE. <br />ABBREVIATIONS: <br />A. BOLT ANCHORBOLT <br />ADD'L ADDITIONAL <br />A.FF ABOVE FINISH FLOOR <br />ALT ALTERNATE <br />APPROX APPROXIMATE <br />ARCH ARCHITECTURAL <br />BLKG BLOCKING <br />BM BEAM <br />B.O.O. BOTTOM OF OPENING <br />BTM BOTTOM <br />BRG BEARING <br />BTW BETWEEN <br />CLR CLEAR <br />CMU CONCRETE MASONRY UNIT <br />COL COLUMN <br />CONC CONCRETE <br />COND CONDITION <br />CONN CONNECTION <br />CONST CONSTRUCTION <br />CONT CONTINUOUS <br />DBL DOUBLE <br />DIA DIAMETER <br />DIM DIMENSION <br />DL DEAD LOAD <br />EA EACH <br />EF EACH FACE <br />ELEV ELEVATION <br />EN EDGENAILING <br />EQ EQUAL <br />EQUIP EQUIPMENT <br />ES EACH SIDE <br />EXIST DJSTLNG <br />EXT EXTERIOR <br />FD FLOOR DRAIN <br />FDN FOUNDATION <br />FF FINISH FLOOR <br />FG FINISH GRADE <br />FUR FLUSH FRAMED <br />FIR FLOOR <br />FT FEET <br />FIG FOOTING <br />FRT FIRE RETARDANT TREATED <br />FS FAR SIDE <br />GA GAUGE <br />GALV GALVANIZED <br />GIB GLUE LAMINATED BEAM <br />HDR HEADER <br />HGR HANGER <br />HORIZ HORIZONTAL <br />HT HEIGHT <br />I.F. INSIDEFACE <br />IN INCH <br />LL LIVE LOAD <br />MAX MAXIMUM <br />MECH MECHANICAL <br />MFR MANUFACTURER <br />MIN MINIMUM <br />MISC MISCELLANEOUS <br />NS NEAR SIDE <br />NI S NOT TO SCALE <br />O.C. ON CENTER <br />PARA PARALLEL <br />PERP PERPENDICULAR <br />PSF POUNDS PER SQUARE FOOT <br />PSI POUNDS PER SQUARE INCH <br />PT PRESSURE TREATED <br />RAP RAMMED AGGREGATE PIER <br />REINF REINFORCING <br />REQ'D REQUIRED <br />SCHD SCHEDULE <br />SEC SECTION <br />SF SQUARE FEET <br />SIM SIMILAR <br />SPEC SPECIFICATIONS <br />STD STANDARD <br />STL STEEL <br />STRUCT STRUCTURAL <br />SW SHLARWALL <br />THRU THROUGH <br />TOC TOP OF CONCRETE <br />TOE TOP OF FOOTING <br />T 0.0. TOP OF OPENING <br />TOS TOP OF STEEL <br />TOW TOP OF WALL <br />IS TUBESTEEL <br />TYP TYPICAL <br />U.N.O. UNLESS NOTED OTHERWISE <br />VERT VERTICAL <br />W/ WITH <br />WE WIDE FLANGE <br />WHS WELDED HEADED STUD <br />WTS WELDED THREADED STUD <br />WE WEIGHT <br />WWR WELDED WIRE REINFORCING <br />SHEETINDEX <br />SHi - GENERAL NOTES <br />SH2 -SHORING PLAN <br />SH2.1 - SHORING ELEVATION <br />SH3 -DETAILS <br />0 <br />K <br />a <br />0 <br />C <br />�F WASA,/ l� <br />37334 <br />TURA10" \�Iv <br />ZONAL EN <br />W <br />U <br />Z <br />W <br />m <br />:n <br />~ N <br />w � <br />w <br />W N <br />J P <br />w <br />N W N <br />SCHEMATIC PLAN <br />GENERAL NOTES <br />DATE: JUNE 16, 2023 <br />PLAN NUMBER: <br />SH1 <br />