Laserfiche WebLink
mm„I <br />y n <br />m `Z <br />go <br />t/ <br />N rn <br />o ID ID <br />N <br />w ID .. <br />f <br />CL <br />-4 c 3 <br />N e: <br />In <br />m m > <br />C. <br />r: f <br />O U <br />� Z <br />� C <br />n EQI/1AI nDITEDIA <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 ENGINEERIARCH17ECT IMMEDIA TEL Y 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 SOLEL Y RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, <br />TECHNIQUES, SEQUENCE AND PROCEDURES. <br />5. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE REFERENCED BUILDING AND ALL <br />OTHER REGULA TING A GENCIES, EXERCISING AUTHORITY OVER ANY PORTION 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 OF ALL CHANGES MA DE IN THE FIELD PRIOR TO INSTALLATION. <br />PERMANENT SOLDIER PILE WALL W/ DRILLED SHAFTS <br />1. SHORING DESIGN PARAMETERS PER GEOTECHNICAL REPORT BY NELSON GE07ECHNICAL <br />ASSOCIATES, INC. DATED JULY 1, 2022: <br />2. DESI <br />NENT SHORING FOR OPTION 8 WALL AT HEADSCARP: <br />ACTIVE PRESSURE INCLUDING EO 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 CONSIDERA TIONS ARE TO BE IN <br />ACCORDANCE WITH THE GEOTECHNICAL REPORTAND MONITORED BY THE GEOTECHNICAL <br />ENGINEER. <br />CONCRETE <br />1. REFERENCE STANDARDS.,ACI-301 AND ACI-318. <br />2. MINIMUM CONCRETE STRENGTH AT 28 DAYS.' <br />PILE (LEAN CONC) 500 PSI <br />3. THE MAXIMUM AGGREGATE SHALL BE 3/" PER ASTM C57 OR C33, PORTLAND CEMENT SHALL <br />CONFORM TO ASTM C-150, TYPE IT <br />4. COMPLY WITH ACI-301 FOR MIXING. DO NOT EXCEED THE AMOUNT OF WATER SPECIFIED IN THE <br />APPROVED MIX PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCEA <br />DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESSIVE FREE <br />SURFACE WATER. <br />r•rnllnnlnnl r�rrn <br />1. REFERENCE STANDARDS: LATEST EDITION OF THE AISC "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-ASTMA36 (Fy = 36,000 PSI) <br />TIAADED I Ar�IIIAII� <br />1, MATERIAL: DOUGLAS FIR #2 OR BETTER <br />2. PRESERVATIVE TREATMENT SHALL BEACCORDING TOAWPA Ul STANDARD TREATED TO GROUND <br />CONTACT (UC4A) <br />3. VOIDS BEHIND LAGGING SHOULD BE FILLED WITH DRAIN ROCK. THE SAME DAYAS THE LAGGING <br />INSTALLATION. <br />JOB SITE SAFETY <br />THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN ANDIOR 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 PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF <br />THE WORK BY THE CONTRACTOR, SUB -CONTRACTOR OR ANY PERSON ON THE SITE. <br />PDEIIIAl MPDcnTIMIC <br />1. SPECIAL INSPEC TIONS ARE TO BE PERFORMED BYINDEPENDENT, JURISDIC TIONALL YAPPRO VED <br />A GENCY IN A CCORDANCE WITH SBC SECTION 1701.2 AND PROVIDE THE DUTIES AND <br />RESPONSIBILITIES AS INDICATED IN SECTION 1701.3. <br />2. A CERTIFICATE OF SATISFACTORYCOMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUSTBE <br />COMPLETED AND SUBMITTED TO THE BUILDING OFFICIAL UPON COMPLETION OF PROJECT. <br />3. SPECIAL INSPECTION IS NOTA SUBSTITUTE FOR INSPECTION BYA JURISDICTIONAL INSPECTOR <br />4. THE SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT AREAS FOLLOWS: <br />Permit #: PW2306-020 <br />Site Address: 2702 59th ST SW <br />Owner: Dennis Miller and Carroll Chelsea <br />Application Date: 06/30/2023 <br />Description: Stabilization Soldier Pile Retaining Wall - <br />and Associated Drainage <br />Review Status: APPROVED <br />Review Date: 09/12/2023 <br />SUMMARY OF SPECIAL INSPECTION <br />ITEM <br />INSPECTION REQUIRED <br />REMARK <br />MONITOR THE INSTALLATION OF LAGGING AND BACKFILL <br />GRADING AND EXCAVATION <br />REFER TO GEOTECHNICAL REPORTAND DRAWINGS <br />VERIFY EXCA VA TIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER <br />MATERIAL AND SLOPES <br />SOLDIER PILE WALLS <br />VERIFYELEMENT MATERIALS, SIZES, AND LENGTHS <br />CONTINUOUS INSPECTION <br />VERIFYPLACEMENT LOCATIONS AND PLUMBNESS, DETERMINE REQUIRED DEPTH TO <br />ACHIEVE DESIGN CAPACITY, AND RECORD TIP ELVATIONS <br />CONTINUOUS INSPECTION <br />MONITOR MOVEMENT OF SOLDIER PILES <br />PERIODIC; WEEKLY UNTIL SITE IS BACKFILLED OR GEOTECHNICAL <br />APPROVAL. <br />STRUCTURAL STEEL <br />VERIFY MATERIAL STRENGTHS, CONNECTIONS TO LAGGING <br />PERIODIC INSPECTION <br />ABBREVIATIONS <br />A. BOLT ANCHORBOLT <br />ADD'L ADDITIONAL <br />A.FF ABOVERNISH 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 EXISTING <br />EXT EXTERIOR <br />FD FLOOR DRAIN <br />FDN FOUNDATION <br />FF FINISHFLOOR <br />FG FINISH GRADE <br />FLFR FLUSHFRAMED <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 />GLB GLUE LAMINATED BEAM <br />HDR HEADER <br />HGR HANGER <br />HORIZ HORIZONTAL <br />HT HEIGHT <br />IF INSIDE FACE <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 />NTS NOT TO SCALE <br />O.C. ON CENTER <br />PAPA 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 SHEARWALL <br />THRU THROUGH <br />TOC TOP OF CONCRETE <br />TOE TOP OF FOOTING <br />T.O.O. TOP OF OPENING <br />ITS TOP OF STEEL <br />TOW TOPOF WALL <br />IS TUBE STEEL <br />TIP TYPICAL <br />U.N.O. UNLESS NOTED OTHERWISE <br />VERT VERTICAL <br />Wl WITH <br />WE WIDE FLANGE <br />WHS WELDED HEADED STUD <br />WTS WELDED THREADED STUD <br />WT WEIGHT <br />WWR WELDED WIRE REINFORCING <br />SHEETINDEX <br />SH1 -GENERAL NOTES <br />SH2 -SHORING PLAN <br />SH2.1 - SHORING ELEVATION <br />SH3 -DETAILS <br />a <br />0 <br />w <br />U <br />z <br />Uj <br />IM <br />W�/ v, <br />LIB H N <br />w ao <br />w rn <br />E <br />w x � <br />J_ ar3 a% o <br />S N w <br />L N W N <br />SCHEMATIC PLAN <br />GENERAL NOTES <br />DATE: JUNE 16, 2023 <br />PLAN NUMBER: <br />SH1 <br />