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'jo <br />CIO <br />ff-75 <br />T. <br />. . . . . . . . . . . . . . . . <br />-A- <br />EPA <br />T-- <br />+ <br />f <br />3.69 1 170 <br />SCALE: 118" 1,-0" 00SI0-114; OOS100-119JS60-14, 'IS60-19 S591-01 <br />SYM <br />REVISION <br />BY <br />APPROVED <br />DATEsym <br />REVISION <br />BY <br />APPROVED <br />DATE I <br />PFP SPAR PAINT BOOTH I AND 2 PHASE I - RECORD W5 5983281 <br />HG <br />,LT <br />P <br />XXXkXx <br />A <br />PFP SPAR PAINT BOOTH I AND 2 PHASE 2 - IFC VV5983281 <br />H. G <br />RLT <br />06,03.22 <br />Z <br />ACCEPTABILITY <br />R PINLAC <br />HIS DESIGN AND/OR CHECKED <br />C R. PINLAC <br />SPECIFICATION IS APPROVED <br />ENGINEER <br />DEPT. DATE APPRIC VEL, D. K. WIT <br />CHECKED <br />A. WARNER <br />53436 APPROVED <br />R. PLUCINSKI <br />APPROVED <br />R. THIRDTYACRE <br />r,j1� <br />TISILAB ELEV. = 100 -0' <br />L rup. EE IN' D <br />AE Ci ARMORED EDGE CONSTRUCTION JOINT, SEE SHEET S280 FOR <br />DETAILS. MAY BE SUBSTITUTED WITH PNA ARMORED EDGE AT <br />CONTRACTORS OPTION, CONTRACTOR TO VERIFY EXISTING <br />LOCATIONS IN FIELD. <br />CSJ CONSTRUCTION JOINT, SEE DETAIL 41S591-06. <br />LOCATE JOINTS PER SHEET IS60141 <br />CHANGE IN BOTTOM OF SLAB ELEVATION <br />SEESHEETI S60-14 FOR ADDITIONAL INFORMATION <br />GENE R N "T FE s <br />I SEE ELECTRICAL FOR GROUNDING. GROUNDING REQUIRED FOR ALL EMBEDDED ITEMS <br />INCLUDING: REINFORCING AND EDGE ANGLES, <br />HSSI0X6 COLUMNS TYPICAL AT SUPPORT SPACE U.N.O. COLUMN LOCATIONS PER S591-2 <br />3" DEEP REMOVABLE 19-W-4 CARBON STEEL HEAVY-DUTY WELDED !-4'-'T'l'-'r3 <br />�3 TYPE -GHB- OR EQUAL, ORIENT GRATING AS SHOWN ON PLAN, ING H' Btc*E'S-�IGN <br />EF It fill <br />:�A) UNI ORM UN LOAD OF 250 SF <br />B) NAAMM I T ON CAPACITY FORKLIFT <br />C) JLG3248RS SCISSOR LIFT <br />D) GENIE Z-4-5 <br />o El RAYMOND 470 C5,0HINITT 'vV,REDUCED CAPAC17Y OF 2000 LB (1000 LB, PER FORT() <br />A ELECTRICAL BANK BELOW' SLAB AT ELE\/ 974, <br />=5> 1 1112'DEEP REMOVABLE 19-SI-4 SWAGE -LOCKED ALUMINUM GRATING, MCNICHOLS TYPE <br />'GIA'OR EQUAL. ORIENT GRATING AS SH014VN ON PLAN. <br />ILA A BP- TYPICAIATHSSlOx6U,N,O, <br />I <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 ACf 207 - GUIDE TO MASS CONCRETE. <br />C) CEMENT FOR MASS CONCRETE SHALL BE TYPE 11, MK <br />D) CONCRETE MIX SHALL INCLUDE ASTM C618 TYPE F FLY ASH. MAXIMUM FLY ASH <br />CONTENT SHALL BE LIMITED T 0 25/o OF TOTAL CEMENTITIOUS MATERIALS, BY WEIGHT <br />E) MAXIMUM AGGREGATE SIZE SHALL NOT EXCEED <br />11/2 INCHES, <br />F) CONCRETE TEMPERATURE AT THE TIME OF PLACEMENT: 550 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 <br />55GALLON TRENCH PER DETAIL I/S591-08. LOCATE � [DE, L.R ARCHITECTURAL. <br />>GRATING SUPPORT AT CORNER PER DETAIL 3!S5911-008 <br />10 CONNECTION TO CONCRETE FACE PER DETAIL IIS591-07 <br />F —il'>RASE PLATE A:I SUPPORT SPACE COLUMN 33- PER DETAIL 6/5591-06 WITH TYPE 2AINICHOR <br />PER DETAIL 7/5591-06 U.N.O. <br />12 TYPE 6 ANCHOR PER DETAIL 8S.,591-06. <br />F-13 90- CORNER SUPPORT GRATING SUPPORT AT (4) LOCATIONS, EACH BOOTH, SEE DETAIL <br />3/S591-018. <br />14 DRAINS AND CLEANOUT-, TYPICAL SEE MECHANICAL DRAWING IM110-14 & 4/A540 FOR <br />LOCATE 112'BELOVV TOP OF SLAB AND SLOPE 1/412 TO DRAIN. <br />15 EMBEDDED ANCHOR 9- INTO FOUNDATION. <br />F-16—> EMBEDDED ANCHOR ROD 12" MIN. BELOW BOTTOM OF TRENCH WITH (3) #3 HAIRPIN <br />ANCHORS TOP. <br />COASTRI IC T (11) <br />CONTRACTOR TO NOTIFY ENGINEER IF EXISTING ARMORED EDGE CAN NOT BE <br />SALVAGED. <br />4, COMPACT EXISTING SOIL UNDER FOUNDATION TO 989/o PER ASTM D698. <br />I I <br />3. CONTRACTOR T TO PROVIDE FORM SAVER REINFORCEMENT COUPLERS BETWEEN <br />CONCRETE FOUNDATION POURS. <br />-)URR TO �/ERIFY ALL COLUMN AND ROBOT DIMENSIONS AND PROVIDE <br />A <br />PAIRIL <br />QR 3 A �A lN^ <br />4 ' LDPQr) AL PEI <br />5 GRATING 1T 0 BE INSTALLED. CONTRACTOR TO VERIFY THAT GRATING HAS BEEN <br />FABRICATED <br />ANDISALREADYONSITE., <br />BOLLARD FOR FIRE SPRINKLER RISER. LOCATE BOLLARD AS <br />DIRECTED BY BOEING. <br />MODIFY EXISTING GRATING PANEL OVER SUMP FOR MAINTENANCE <br />ACCESS, REPLACE GRATING PANELS AT EDGE OF SUMP WITH (2) 8 <br />INCH WIDE PANELS. CONTRACTOR TO VERIFY THAT REDUCED WIDTH <br />PANELS MEET BOEING LIFTING LIMIT REQUIREMENTS PRIO'r TO <br />INSTALL. <br />'it,] i N K L r t R E C E -D% <br />40-05-0'268 SCHEDULES <br />ISSUED FOR <br />CONSTRUCTION <br />FS <br />H A R R �1�" <br />'�' '-'N`; <br />"Tl""' <br />-T., REVISION "A" ONLY <br />Eli <br />VERE <br />PROJECT NO- 00112630406 <br />WED FORPE <br />RNI I ti <br />DRAIJ','N: RVP <br />PROJ MGR: RLT <br />REV IE <br />DATE <br />SUISPITLE <br />06.2019 PFP SPAR PAINT - ENLARGED PLAN <br />10,25,19 <br />—10.25.19 TITLE PFP SPAR PAINT BOOTH 1 AND 2 <br />:1:0 255 19 BUILLDIN" "'u" 40-058 <br />10"01 <br />i oi,zai 9 1 STRUCTURAL MASTER <br />ENGINEER: KB APPROVED: RLT <br />"HEC,KED: AN1,1VIV DATE: 06,03,22 <br />C URR ENT R EV 1 S, 10 N SYMB L <br />W59.83281 A 06.03,22 <br />SHEET <br />r <br />11 ir) <br />91--1 <br />JOB NO. COMP NO. <br />IJV5983281 <br />EVERETT WA MIG NO 40-058-S591-01 <br />