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Home My WebLink AboutR-377617�•V FT I I I• • NMICRITERIA CONCRETE 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO =10.ALL CONSTRUCTION JOINTS SHALL BE PROVIDED WITH WATERSTOPS. THE DRAWINGS SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2012 104 0^4 ook"^ -.,&. ... -I&, EDITION) AS ADOPTED BY KING COUNTY. 11. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES. 2. DESIGN LOADING CRITERIA 28 -DAY STRENGTHS AND MIX CRITERIA SHALL BE AS FOLLOWS A. VERTICAL LOADS ON VAULT LID: TYPE OF CONSTRUCTIONS 28 -DAY STRENGTH (F'C) MAX W/C RATIO A. FOOTINGS AND SLAB 3000 PSI 0.53 LIVE LOADS: HS20-44 PER AASHTO STANDARD SPECIFICATIONS B. WALLS 3000 PSI 0.53 C. PLANK VOID FILL 3000 PSI* 0.53* DEAD LOADS: * STRENGTH AND W/C RATIO LISTED ARE A MINIMUM. MIX SHALL MEET PLANK SOIL COVER . . . 1' -0" MIN TO 2' -Om MAX MANUFACTURERS SPECIFICATIONS. VERIFY SOIL COVER DEPTH OVER THE PRECAST PLANKS WITH THE PERMITTED SET OF CIVIL DRAWINGS. NOTIFY THE PLANK MANUFACTURER AND ENGINEER OF ANY 12. CONCRETE PERFORMANCE MIX SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO DISCREPANCY PRIOR TO CONSTRUCTION. CONSTRUCTION. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER B. LATERAL LOADS: CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.6. THE USE OF A PERFORMANCE MIX REQUIRES BATCH GLOBAL SEISMIC: SITE CLASS: C PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL R = 4.0 FOR ORDINARY REINFORCED CONCRETE SHEAR WALLS CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES Sds = 0.900 ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT SEISMIC DESIGN CATEGORY: D DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. WALLS AND FOUNDATION: SOIL DESIGN PARAMETERS LISTED BELOW ARE ASSUMED AND SHALL BE FIELD VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION: 13. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C4942 ALLOWABLE BEARING PRESSURE . . . . . . . . . . . . . . . . . 3,000 PSF AND C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN AT -REST SOIL PRESSURE . . . . . . . . . . . . . . . . . . . 50 PCF EFD ACCORDANCE WITH TABLE ACI 318 TABLE 4.2.1 MODERATE EXPOSURE. ACTIVE SOIL PRESSURE . . . . . . . . . . . . . . . . . . . 35 PCF EFD SEISMIC SURCHARGE. . . . . . . . . . . . . . . . . . . . . . . 8H PSF 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), TRAFFIC SURCHARGE (VERTICAL) . . . . . . . . . . . . . . . . . 250 PSF GRADE 60, f = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SOIL DENSITY . . . . . . . . . . . . . . . . . . . . . . . . . 125 PCF A-185. 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL DRAWINGS FOR DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BEDS) SHALL BE IN BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND ACCORDANCE WITH ACI 315-99 AND 318-08. LAP ALL CONTINUOUS REINFORCEMENT CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ENGINEER OF ANY #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT DISCREPANCIES PRIOR TO CONSTRUCTION. ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0m MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN 4. BACKFILL MAY BE PLACED AGAINST THE VAULT WALLS 7 -DAYS AFTER PLACEMENT OF ACCORDANCE WITH ACI 318-08, CLASS B. LAP ADJACENT MATS OF WELDED WIRE THE CONCRETE IN THE PLANK VOID FILL AND PERIMETER CLOSURE OF THE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. HOLLOW -CORE PLANK. BACKFILL MAY BE PLACED PRIOR TO 7 -DAYS IF CONCRETE CYLINDER BREAKS INDICATE A MINIMUM CONCRETE COMPRESSIVE STRENGTH OF 3,000 NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT PSI. UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE 15. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS 'FOLLOWS: METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING EXPOSED TO EARTH . . . . . . . . . . . . . . . . . . . . *°3' CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS FORMED SURFACES EXPOSED TO EARTH OR WEATHER (16 BARS OR LARGER). 2" OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR S*41ER 41 2" SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO )�/ „ THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 4 SLAB ON GRADE mo . ,�,,�a-� /W 2 4W , ,,w No 6. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE CIVIL 16. CAST -IN -'LACE CONCRETE: VERIFY WITH CIVIL DRAWINGS FOR VACT LOCATIgNS .,. . '•"' AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. AND DIMENSIONS OF OPENINGS IN ALL CONCRETE WALLS, . CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. • • 17. PLANK JOINT GROUT SHALL BE FURN I SHED BY AN APPROVED MAt� A*• CTWRERqW •�' SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH T ACT, 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHEREs „ CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL MEET PLANK MANUFACTUIRER'S TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT SPECIFICATIONS. 4a r 0 TO REVIEW AND APPROVAL BY THE CIVIL AND THE STRUCTURAL ENGINEER. GEOTECHNICAL 8. SUBMIT SUFFICIENT COPIES OF SHOP DRAWINGS TO THE ENGINEER FOR THE 18. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, , FOLLOWING: COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID 1. REINFORCING STEEL UNDISTURBED EARTH OR STRUCTURAL FILL AT LEAST 18" BELOW LOWEST ADJACENT 2. PRECAST CONCRETE PANELS F I N I SHED GRADE. FOOTING DEPTHSALEVAT I OIS SHOWN ON PLANS (OR IN DETAILS) 3. METAL BAR GRATING ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB DO NOT FABRICATE PRIOR TO ENGINEER'S APPROVAL. ALL SHOP DRAWINGS AND SOILS ENGINEER. BACKFILL BEHIND ALL VAULT WALLS WITH FREE DRAINING SUBMITTED TO THE ENGINEER SHALL BEAR THE STAMPED APPROVAL OF THE GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS CONTRACTOR. REPORT. PRECAST HOLLOW CORE CONCRETE PLANKS QUALITY ASSURANCE 19. PRECAST HOLLOW CORE PLAWS TO BE DESIGNED AND MANUFACTURED BY CONCRETE TECHNOLOGY CORPORATION (OR APPROVED MANUFACTURER). 9. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT 20. PRECAST HOLLOW CORE PLANKS SHALL BE CONSIDERED A DEFERRED SUBMITTAL. PLANK SPECIFICATIONS AND SECTION 1704 OF THE INTERNATIONAL BUILDING CODE BY A DESIGN SHOP DRAWINGS AND CALCULATIONS, INCLUDING DIMENSIONS, DESIGN LOADS, QUALIFIED TESTING AGENCY DESIGNATED BY THE CIVIL ENGINEER, AND RETAINED BY THE AND DETAILS SHALL BE STAMPED BY AN ENGINEER REGISTERED IN THE STATE OF OWNER. THE CIVIL ENGINEER, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL WASHINGTON AND SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION: 21. THE MANUFACTURER SHALL INSTALL ALL BLOCKOUTS REQUIRED FOR STRUCTURAL CONCRETE CONSTRUCTION PER TABLE 1704.4 CONNECTIONS AS INDICATED ON THESE DRAWINGS. NO OTHER PENETRATIONS ARE SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY PER SOILS REPORT PERMITTED WITHOUT PRIOR APPROVAL OF THE PLANK MANUFACTURER. ALL JOINTS SHALL moo,, BE GROUTED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 22. PRECAST HOLLOW CORE PLANKS SHALL BE DESIGNED TO CARRY THE DESIGN LOADS ONLY AFTER VAULT CONSTRUCTION IS COMPLETE, ALL DESIGN CONCRETE AND GROUT STRENGTHS HAVE BEEN ACHIEVED AND ALL COVER HAS BEEN PLACED OVER THE VAULT WITHIN THE SPECIFIED LIMITS. ALLOWABLE UNIFORM LOADS ON THE BARE PLANK MAY BE OBTAINED FROM THE PLANK MANUFACTURER. METAL BAR GRATING W law �,r► Q 23. METAL BAR GRATING AND SUPPORT BEAM DESIGN SHALL BE PROVIDED BY THE SUPPLIER. DESIGN CALCULATIONS, SHOP DRAWINGS, AND MATERIAL SPECIFICATIONS SHALL BE aw 4im PROVIDED FOR REVIEW PRIOR TO INSTALLATION. 24. DESIGN REQUIREMENTS -� A. LOADING: SEE DESIGN CRITERIA FOR LOADING REQUIREMENTS . . B. FINISH: ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED as C. END BEARING: DESIGN OF BEARING ANGLE AND EMBED SHALL BE PROVIDED BY API General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS SWENSON SAY FACET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 100 - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com DRAWN: RVVG DESIGN: RJA CHECKED: RIA APPROVED: ABB -15 REVISIONS: ZLReview Response Sept. 17, 2014 zi Review Response Oct. 22, 2015 377617 PROJECT TITLE: Talbot & 55th Ave Plat Detention Vault S 192nd St. Renton, WA 98055 ISSUE: Permit SHEET TITLE: General Notes j SCALE: N/A 1 DATE: February 24, 2014 PROJECT NO: 10192-2014-01-00 SHEET NO: S1 1 �1 1 NO: OF SHEETS: THE GRATING SUPPLIER C SWENSON SAY FACET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 100 - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com DRAWN: RVVG DESIGN: RJA CHECKED: RIA APPROVED: ABB -15 REVISIONS: ZLReview Response Sept. 17, 2014 zi Review Response Oct. 22, 2015 377617 PROJECT TITLE: Talbot & 55th Ave Plat Detention Vault S 192nd St. Renton, WA 98055 ISSUE: Permit SHEET TITLE: General Notes j SCALE: N/A 1 DATE: February 24, 2014 PROJECT NO: 10192-2014-01-00 SHEET NO: S1 1 �1 1 NO: OF SHEETS: