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Home My WebLink AboutS-357608j Z z Q w U) Z Of a w X w I= w w U) f— _V IY U) D J O O U 3 U) 'C Q C3 U) E 0 L0 N r Ac 0 N Pl N GENERAL NOTES THESE DRAWINGS ARE FOR THE SCOPE OF WORK OF THE STRUCTURAL WORK. REFER TO ESM DRAWINGS AND DOCUMENTS FOR ADDITIONAL SCOPE OF WORK. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL SHALL BE REPORTED TO THE ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE REQUIRED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOBSITE SAFETY, ERECTION MEANS, METHODS, AND SEQUENCES, TEMPORARY SHORING, FORMWORK, AND BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. COORDINATE SCOPE OF WORK AND ADDITIONAL REQUESTS WITH OWNER. CONSTRUCTION OBSERVATION BY THE ENGINEER IS FOR CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE GENERAL CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO CITY OF RENTON PUBLIC WORKS, 2010 WSDOT STANDARD SPECIFATIONS, 2006 ACI 350 ENVIROMENTAL ENGINEERING CONCRETE STRUCTURES. VAULT SURFACE LIVE LOAD: 250 PSF ROOF SNOW: 25 PSF FOUNDATIONS REFER TO GEOTECHNICAL REPORT BY AESI 8/2010 SOIL BEARING: 3000 PSF GENERAL : VAULT BOTTOM SLAB SHALL BEAR ON COMPACTED ROCK (95% ASTM D1557) OVER COMPETENT APPROVED NATIVE DENSE EARTH BEARING. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES, TANKS, AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM ENGINEER. EXCAVATIONS TO BE INSPECTED BY GEO TECHNICAL ENGINEER FOR SUITABILITY OF BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING STEEL PROVIDE DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID WATER - SOFTENED EARTH. BACKFILL : BACKFILL AROUND THE VAULT TO CONFORM TO WSDOT 9 -03.12 (2) GRAVEL BACKFILL FOR WALLS, OR MATERIAL AS APPROVED BY THE GEOTECHNICAL ENGINEER. 95% COMPACTION PER ASTM D1557, USING LIGHT EQUIPMENT. DO NOT BACKFILL UNTIL ALL THE CONCRETE HAS CURED TO DESIGN STRENGTH. ROCK BASE: WSDOT 4 -03.12 (4) 95% COMPACTION PER ASTM D1557. CONCRETE CONCRETE AND PLACEMENT: SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 6 -02. SUBMIT PROPOSED MIX DESIGNS FOR REVIEW. MEET THE REQUIREMENTS OF 6- 02.3(2)A. PROVIDE A MIX AND PLACEMENT TECHNIQUES COMPATIBLE WITH REINFORCING LAYOUT. > FINISH AND FORMWORK: CLASS 2. SNAP TIES SHALL HAVE GROUTED CONCRETE PLUGS. INSIDE OF VAULT zo CONSIDERED "EXPOSED ". z MASONRY o MASONRY ASSEMBLIES: SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE REQUIREMENTS OF 2008 a ACI 530. MINIMUM SPECIFIED COMPRESSIVE STRENGTH, f'm, SHALL BE 1500 PSI FOR CONCRETE MASONRY ASSEMBLIES. o+ PLASTICITY IN A MANNER TO FILL THE GROUT SPACE. GROUT POURS GREATER THAN 12 INCHES SHALL MAX. SLUMP MAXIMUM MAXIMUM ITEM CONCRETE (INCHES) AGGREGATE W/C GRADE N, MEDIUM WEIGHT CLASS m SIZE RATIO ALL CONCRETE 4000 4.5 3/4" .45 SUBMIT PROPOSED MIX DESIGNS FOR REVIEW. MEET THE REQUIREMENTS OF 6- 02.3(2)A. PROVIDE A MIX AND PLACEMENT TECHNIQUES COMPATIBLE WITH REINFORCING LAYOUT. > FINISH AND FORMWORK: CLASS 2. SNAP TIES SHALL HAVE GROUTED CONCRETE PLUGS. INSIDE OF VAULT zo CONSIDERED "EXPOSED ". z MASONRY o MASONRY ASSEMBLIES: SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE REQUIREMENTS OF 2008 a ACI 530. MINIMUM SPECIFIED COMPRESSIVE STRENGTH, f'm, SHALL BE 1500 PSI FOR CONCRETE MASONRY ASSEMBLIES. o+ PLASTICITY IN A MANNER TO FILL THE GROUT SPACE. GROUT POURS GREATER THAN 12 INCHES SHALL a BE RECONSOLIDATED BY MECHANICAL VIBRATION 15 TO 20 MINUTES AFTER PLACEMENT TO MINIMIZE v HOLLOW CONCRETE MASONRY UNITS (CMU): SHALL CONFORM TO ASTM C90. MINIMUM FACE SHELL O THICKNESS AS DEFINED BY ASTM C90, SECTION 5.3.1. PROVIDE GRADE N, MEDIUM WEIGHT BLOCK m WITH MINIMUM SPECIFIED COMPRESSIVE STRENGTH AS NOTED ABOVE. CMU CONSTRUCTION SHALL BE N SOLID GROUTED UNLESS NOTED OTHERWISE. REQUEST WRITTEN APPROVAL A MINIMUM OF (10) DAYS PRIOR TO PROCEEDING SITE MOBILIZATION. 0 n EQ. CONTRACTOR SHALL SUBMIT QUALIFICATIONS TO PERFORM HIGH LIFT GROUTING. 5TD O E/W EA5T / WE5T TYP. j MORTAR: SHALL BE TYPE S PER IBC. CONFORM TO ASTM C270. MINIMUM COMPRESSIVE STRENGTH = 0 1800 PSI. 6ALV. GALVANIZED 3 % GROUT: GROUT FOR POURING SHALL BE A FLUID CONSISTENCY. CONFORM TO ASTM C476 AND ACI 0 530. f'g =2000 PSI MINIMUM AT 28 DAYS. U) 0. 1 GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACEMENT AND BEFORE LOSS OF E PLASTICITY IN A MANNER TO FILL THE GROUT SPACE. GROUT POURS GREATER THAN 12 INCHES SHALL a BE RECONSOLIDATED BY MECHANICAL VIBRATION 15 TO 20 MINUTES AFTER PLACEMENT TO MINIMIZE o VOIDS DUE TO WATER LOSS. GROUT POURS 12 INCHES OR LESS IN HEIGHT SHALL BE MECHANICALLY o VIBRATED, OR PUDDLED. COVER AND KEEP DRY ALL MASONRY WORK DURING CONSTRUCTION AND 3 PREVENT MOISTURE ABSORPTION INTO MASONRY UNTIL THE ROOFING IS COMPLETE. 0 U) MINIMUM (n HIGH LIFT GROUTING: HIGH LIFT GROUTING SHALL ONLY BE ALLOWED WITH PRIOR WRITTEN APPROVAL OF = THE STRUCTURAL ENGINEER AND THE LOCAL BUILDING OFFICIAL. THE MASONRY CONTRACTOR SHALL C REQUEST WRITTEN APPROVAL A MINIMUM OF (10) DAYS PRIOR TO PROCEEDING SITE MOBILIZATION. 0 THIS SHALL APPLY TO UNIT MASONRY GROUTED IN LIFTS HIGHER THAN 5 FEET. THE MASONRY EQ. CONTRACTOR SHALL SUBMIT QUALIFICATIONS TO PERFORM HIGH LIFT GROUTING. N M O m 0 0 O O N / 0 IBbuoara�SoWObns xxx� ir�xw�xrx rxYaY senez,o 1w 1w iw l F¢er Way.WAWW3 w �W WIV www.esmcivil.com = awe w.�m ESM JOB #1655- 001 -009 NO. METAL REINFORCEMENT SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 6 -02.2 AND 9 -07 ALL BARS GRADE 60. LAP SPLICE ONLY WHERE INDICATED. 66I FRAMING CONNECTORS: SHALL HAVE ICC APPROVAL AND BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, SAN LEANDRO, CA., OR PRE - APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE. PROVIDE LEAD HOLES AS REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS. METAL PLATE CONNECTED WOOD TRUSSES: SHALL BE MANUFACTURED BY AN APPROVED TRUSS MANUFACTURER IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS IN CONFRRMANCE WITH IBC 2303.4. TRUSS CALCULATION PACKAGE SHALL BE DESIGNED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. ROOF TRUSSES SHALL BE PROVIDED TO COMPLETE THE ROOF FRMAING FROM THE ROOF SHEATHING TO THE SUPPORTING MEMBERS BELOW. PROVIDE SHOP AND INSTALLATION DRAWINGS AND CALCULATIONS. DETAIL DRAWINGS TO INDICATE ALL INFORAMTION AS REQUIRED: KEYPLAN; INDIVIDUAL TRUSS DESIGNS; PERMANENT BRACING AND CONNECTION DETAILS. WOOD PANEL SHEATHING: SHEATHING CD -X VENEER PLYWOOD. WOOD SHEATHING SHALL BE "STRUCTURAL I" CONFORMING TO PS1 -07 AND /OR PS2 -04. ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY. SHOP DRAWINGS & SUBMITTALS THE FOLLOWING SHOP DRAWINGS /SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. 1. CONCRETE MIX DESIGNS 2. REBAR SHOP DRAWINGS 3. ROOF TRUSSES STRUCTURAL ENGINEER CITY X X X X X X SPECIAL INSPECTION: PER CITY OF RENTON PUBLIC WORKS ABBREVIATION LIST SOT. BOTTOM J5T J015T CENTERLINE MAX. MAXIMUM CLR. CLEARANCE MIN. MINIMUM GONG. CONCRETE N/5 NORTH / 5OUTH EA. EACH 51IT'G 5HEATHIN6 EQ. EQUAL 5TD 5TANDARD E/W EA5T / WE5T TYP. TYPICAL FT6 FOOTING W/ WITH 6ALV. GALVANIZED MY OF RENTON BY I DATE I APPR ARF nr ruu scue s not ax xx 5t.VE /LCOfAW0.Y CITY OF RENTON DATUM Planning /Building /Public Works Dept. 5 -3516 ISSAQUAH SCHOOL DISTRICT LIBERTY HIGH SCHOOL PUMP STATION C-0 S - 35`1 (008 2010 -09 -1 S1.0 sur. 8 nr'21