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LEGEND <br />zo <br />to <br />to <br />SYM REVISION <br />A I PFP SPAR PAINT BOOTH 1 AND 2 - IFC FOUNDATION <br />BY APPROVED DATE <br />W5983281 I HG RLT 10,25,19 <br />SYM <br />REVISION <br />ENLARGED PLAN <br />SCALE: 1/8" =1 "-0° <br />BY I APPROVED <br />OOS10-14, OOS10-19,1S60-14,1S60-19 I S591-01 <br />DATE <br />ACCEPTABILITY <br />THIS DESIGN AND/OR <br />SPECIFICATION IS APPROVED <br />APPROVED BY I DEPT. <br />R. PINLAC <br />CHECKED <br />R. PINLAC <br />ENGINEER <br />DATE K. WITT <br />CHECKED <br />A. WARNER <br />APPROVED <br />R. PLUCINSKI <br />APPROVED <br />R. THIRDTYACRE <br />t SUBTITLE <br />06.20.19 PFP SPAR PAINT - ENLARGED PLAN <br />10.25J9 <br />10.25.19 TITLE PFP SPAR PAINT BOOTH 1 AND 2 <br />10.25.19 BUILDING 40-058 <br />10,25.19 <br />10,25.19 STRUCTURAL MASTER <br />AE CJ ARMORED EDGE CONSTRUCTION JOINT, SEE SHEET S280 FOR DETAILS. <br />CONTRACTOR TO VERIFY EXISTING LOCATIONS IN FIELD. <br />CSJ CONSTRUCTION JOINT, SEE DETAIL 41S591-06. <br />LOCATE JOINTS PER SHEET 1S60-14. <br />_ CHANGE IN BOTTOM OF SLAB ELEVATION <br />SEE SHEET 1S60-14 FOR ADDITIONAL INFORMATION <br />GENERAL NOTES <br />1. SEE ELECTRICAL FOR GROUNDING. GROUNDING REQUIRED FOR ALL EMBEDDED ITEMS <br />INCLUDING: REINFORCING AND EDGE ANGLES. <br />HSS10x6 COLUMNS TYPICAL AT SUPPORT SPACE U.N,O. COLUMN LOCATIONS PER S591-02, <br />3" DEEP REMOVABLE 19-W-4 CARBON STEEL HEAVY-DUTY WELDED GRATING, McNICHOLS <br />TYPE "GHB" OR EQUAL. ORIENT GRATING AS SHOWN ON PLAN. <br />® FOUNDATION FOR LIFT TO BE DETERMINED AT LATER SUBMITTAL. CONTRACTOR TO <br />VERIFY LOCATION OF EXISTING GROUND AND GRADE BEAM PRIOR TO EXCAVATION. <br />1 1/2" DEEP REMOVABLE 19-SI-4 SWAGE -LOCKED ALUMINUM GRATING, MCNICHOLS TYPE <br />"GIA" OR EQUAL. ORIENT GRATING AS SHOWN ON PLAN. <br />© BP -A TYPICAL AT HSS10x6 U.N.O. <br />7. CONCRETE FOR MASS PLACEMENT: <br />A) ANY CONCRETE PLACED IN LIFTS GREATER THAN OR EQUAL TO 3 FEET SHALL BE <br />CONSIDERED MASS CONCRETE. <br />B) MASS CONCRETE SHALL BE PLACED, TEMPERATURE CONTROLLED AND CURED IN <br />ACCORDANCE WITH ACI 207 - GUIDE TO MASS CONCRETE. <br />C) CEMENT FOR MASS CONCRETE SHALL BE TYPE II, MH. <br />D) CONCRETE MIX SHALL INCLUDE ASTM C618 TYPE F FLY ASH. MAXIMUM FLY ASH <br />CONTENT SHALL BE LIMITED TO 25% OF TOTAL CEMENTITIOUS MATERIALS, BY WEIGHT. <br />E) MAXIMUM AGGREGATE SIZE SHALL NOT EXCEED <br />1 1/2INCHES. <br />F) CONCRETE TEMPERATURE AT THE TIME OF PLACEMENT: 50 TO 70 DEGREES F. <br />G) PROVIDE PLACING PROCEDURES DESCRIBING METHODS FOR MAINTAINING <br />TEMPERATURE REQUIREMENTS SUBJECT TO REVIEW AND APPROVAL BY THE <br />ENGINEER PRIOR TO PLACING CONCRETE, <br />H) CURING SHALL BE BY APPROVED WET PROCESS ONLY. CURE UNTIL SURFACE <br />TEMPERATURE IS WITHIN 20 DEGREES F OF AMBIENT TEMPERATURE, AND CORE <br />TEMPERATURE AT MID -DEPTH OF SECTION IS WITHIN 30 DEGREES F OF AMBIENT <br />TEMPERATURE. <br />CONSTRUCTION NOTES <br />1� NEW 55 GALLON TRENCH PER DETAIL 2IS591-08. LOCATE PER ARCHITECTURAL. <br />2Cj PROVIDE GRATING SUPPORT AT CORNER PER DETAIL 3IS591-08. <br />® PROVIDE CONNECTION TO CONCRETE FACE PER DETAIL 1IS591-07 <br />® PRE-ENGINEERED ALUMINUM STAIR BY DELEGATED ENGINEER. LOCATE PER <br />ARCHITECTURAL. <br />FIXED BOLLARD PER 4IS591-08 TYPICAL, LOCATE PER ARCHITECTURAL. <br />PROVIDE BASE PLATE AT SUPPORT SPACE COLUMNS PER DETAIL 6IS591-06 WITH <br />TYPE 2 ANCHOR PER DETAIL 7/S591-06 U.N.O. <br />OTYPE 6 ANCHOR PER DETAIL 8IS591-06. <br />® PROVIDE 90' CORNER SUPPORT GRATING SUPPORT AT (4) LOCATIONS, EACH <br />BOOTH. SEE DETAIL 3/S591-08. <br />EXISTING CONCRETE ELEVATION TO BE VERIFIED BY CONTRACTOR. <br />10 DRAINS AND CLEANOUTS, TYPICAL SEE MECHANICAL DRAWING 1 Ml10-14 & 4IA540 <br />FOR LOCATIONS. LOCATE 1/2" BELOW TOP OF SLAB AND SLOPE 114:12 TO DRAIN. <br />11 CONTRACTOR TO NOTIFY ENGINEER IF EXISTING ARMORED EDGE CAN NOT BE <br />SALVAGED, <br />12 EMBED ANCHOR 9" INTO FOUNDATION. <br />13 EMBED ANCHOR ROD 12" MIN. BELOW BOTTOM OF TRENCH AND PROVIDE (3) #3 <br />HAIRPIN ANCHORS TOP. <br />14, COMPACT EXISTING SOIL UNDER FOUNDATION TO 98%PER ASTM D698. <br />15, CONTRACTOR TO PROVIDE FORM SAVER REINFORCEMENT COUPLERS BETWEEN <br />CONCRETE FOUNDATION POURS. <br />16. PARIDURR TO VERIFY ALL COLUMN AND ROBOT DIMENSIONS AND PROVIDE <br />APPROVAL PRIOR TO PLACING ANCHORAGE AND ANCHORAGE REINFORCING. <br />REFERENCE DRAWINGS <br />40-058-S268 SCHEDULES <br />FOR REFERENCE ONLYI <br />FACILITY DESIGN BY HG <br />CURRENT REVISION SYMBOL <br />W5983281 <br />SHEET <br />JOB NO. <br />DWG NO. <br />EVERETT, WA <br />S591-01, <br />W5983281 <br />n <br />40-058-S591-01 <br />DATE 11 .19.19 <br />PROJECT NO: 0012630.06 1 <br />COMP NO. <br />10,25.19 <br />