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HomeMy WebLinkAboutLWWF Hearing Exhibit #7 - Architectural MapsA A 1 1 10 10 A.3 A A5 _____A A5 _____ B A5 _____B A5 _____ C A5 _____C A5 _____ D A5 _____ D A5 _____ E A5 _____E A5 _____ C A6 _____ A A6 _____ A A6.2 _____ _____ A1.1 1 A A6.1 _____ TYP. 11 2 1 2 6 1 65 2 13 6 131313 6 17 13 17 4 17 17 10 2 2 2 13 13 4 7 13 34 10 12 17 13 4 17 2 13 4 7 10 5 13 5 10 2 11 SD2 _____ 9 A1.1 _____ 5" CONCRETE SLAB OVER COMPACTED AND RE-LEVELED NATIVE SOIL. REFER TO STRUCTURAL & SOILS REPORT FOR ADDITIONAL INFORMATION. DATUM FINISHED FLOOR ELEVATION = 100'-0"MATCH (E) FLUSHM ATCH (E) FLUSH 20 38 TYP. 6 TYP. 6 TYP. 6 TYP. 6 21' - 3 1/4"21' - 3 3/4"34' - 1 7/8" -2 3/8"-2 3/8" 13 5 2 2 2 2 13 5 5 24 24 TYP. 11 TYP. 6 _____ A1.1 13 35 4 13 TYP. 6 37 37 17 7 17 17 5 B A6.1 _____C A6.1 _____ _____ A1.A 1 13 _____ A3 1 _____ A3 1 2 2 3 3 5 5 6 6 BB C C D D 17 10 10 10 10 10 10 10 13 13 17 10 TYP. 6 TYP. 6 TYP. 6 TYP. 6TYP. 6 TYP. 6 TYP. 6 2 2 35 21 2 3' - 5 " 17 7 6 17 13 B A6.2 _____ 4.4 6.5 A.2 A.1 A.1 7.55.5 F F C A6.2 _____ 7 7 6 6 6 33 6 17 CENTER LINE OF TRENCH DRAIN 17 13 13 6 13 34 35 37 13 17 _____ A1.1 2 37 6 37 13 1' - 8"1' - 8" 17 13 13 13 13 13 13 13 16 10 33 _____ A1.A 2 17 2 8 8 16 16 13 17 17 17 17 17 4 29 17 17 2 5 17 6"9' - 6" 7 34 13 6 4 4 8 8 9 9 E E99.70MATCH (E) FLUSH38 TYP. 39 TYP. 11 17 10 17 13 17 10 ' - 0 1 / 4 " 10 ' - 7 1 / 8 " 8 A1.2 _____ 1 A6.4 _____ 21 8 A1.2 _____ MATCHLINE MATCHLINE MA T C H L I N E ± M A T C H (E ) F L U S H±±1 0 0 .3 1 M A T C H (E ) ±99.37MATCH (E)±98.64 M A T C H (E) F L U S H 9 A1.1 _____ 98.99 9 8 . 7 5 9 9 .7 5 9 8 .9 6 99.66 9 8 .7 5 100.32 9 9 .6 9 97.49 ±±98.99 3' - 0" 17 98.66 9 8 .6 6 12 17 13 2' - 1 1 / 2 " 6' - 10 1/4" 13 40 2424 24 20 20 20 41 41 4' - 0" 42 42 4' - 0" 17 17 FACE OF FREEZER THERMAL BREAK FACE OF FREEZER PANEL FINISH FACE OF FREEZER THERMAL BREAK 1' - 1 " 1' - 7 1 / 2 " 1' - 7 1 / 2 " 1' - 1 " 17 CENTER LINE OF BOLLARD, TYP. 6' - 0" 1' - 0 " FACE OF FRAME CENTER LINE OF BOLLARD/ EDGE OF OPENING, TYP. 17 A 5 5' - 8 3 / 4 " 5' - 8 3 / 4 " 4' - 4 " 11' - 3"11' - 3"6" +0" +0" +0" -1 1/4" -1" +0" +0" +0" A A 1 1 10 10 JJ H H A BLDG. KEYPLAN A ARCH. PROJECT NO. DRAWN CHECKED SUBMITTAL DATES OTB DATE REVISIONS SHEET TITLE SHEET 84K CR58 70 7 N . 2 7 t h S t . B o i s e , I D 8 3 7 0 2 p: 2 0 8 / 3 4 5 / 2 4 2 8 f a x : 2 0 8 / 3 4 5 / 3 7 5 7 ww w . t a i t . c o m Si n c e 1 9 6 4 Sa c r a m e n t o Sa n F r a n c i s c o On t a r i o Lo s A n g e l e s No r t h D a k o t a Se a t t l e De n v e r Da l l a s Bo i s e TH E S E D R A W I N G S A N D S P E C I F I C A T I O N S A R E IN S T R U M E N T S O F S E R V I C E F O R T H E P R O J E C T F O R W H I C H TH E Y A R E M A D E A N D S H A L L R E M A I N T H E P R O P E R T Y O F TH E A R C H I T E C T R E G A R D L E S S I F T H E P R O J E C T I S CO M P L E T E D . T H E S E D R A W I N G S A N D S P E C I F I C A T I O N S SH A L L N O T B E R E P R O D U C E D O R U S E D B Y A N Y O N E F O R OT H E R P R O J E C T S O R A D D I T I O N S T O T H I S P R O J E C T WI T H O U T T H E W R I T T E N C O N S E N T O F T A I T A N D AS S O C I A T E S . C O P Y R I G H T © 2 0 2 4 CITY 09/16/2024 9/ 2 0 / 2 0 2 4 1 2 : 5 7 : 0 5 P M WI N C O F O O D S N O . 1 7 7 WIN177 SAS SD SLAB PLAN 80 0 G A R D E N A V E . RE N T O N , W A S H I N G T O N A1.A 3/32" = 1'-0" SLAB PLAN NORTH GENERAL NOTES KEYED NOTES 1. TOP SET CURB, RE: A1.2-7 2. EXTENT OF GRAY BURNISHED CONCRETE SLAB, RE: A1.3 & A9 3. WHEEL CHOCK CHAIN ANCHOR PLATE, RE: A1.2-13 4. TRENCH DRAIN @ COOLER DOOR, RE: A1.1-6 & A1.1-8 FOR PREP. SLAB 5. 10" GRAY BURNISHED CONCRETE W/ REINFORCEMENT, RE: S1.0A FOR REINFORCEMENT & RE: A1.3A FOR PLACEMENT OF CONTROL & CONSTRUCTION JOINTS 6. FLOOR DRAIN AND/OR FLOOR SINK, RE: P1 & A1.1-8 FOR PREP. SLAB 7. TRENCH DRAIN, RE: P1 & A1.1-8 FOR PREP. SLAB 8. 6" PIPE BUMPER, RE: A1.2-14 9. NEW DOCK LEVELER IN EXISTING PIT 10. 4" STEEL BOLLARD @ CASE CORNER, COORDINATE BOLLARD INSTALLATION W/ CASE INSTALLATION FOR PROPER PLACEMENT, RE: A1.2-2 11. 4" CONC. SLAB/WALKS/RAMPS OVER 6" COMPACTED GRANULAR FILL. CONTRACTORS OPTIONS FOR SLAB REINFORCEMENT 13x13 D5/D5 WWF OR #3 BARS @ 18" O.C. EACH WAY 12. 7" CONC. SLAB W/ REINFORCEMENT, RE: S1 13. 10" CONCRETE W/ REINFORCEMENT, RE: S1.0A & S1.0B FOR REINFORCEMENT & RE: A1.3A & A1.3B FOR PLACEMENT OF CONTROL & CONSTRUCTION JOINTS 14. 5" REINFORCED EXTERIOR CONC. SLAB @ COVERED DECK, RE: S1 15. 4" WIDE PAINTED GUIDE STRIPE, (2) COATS OF TRAFFIC WHITE 16. SET TOP OF FLOOR SINK @ DATUM ELEVATION, 100'-0" & FLOAT/ SLOPE CONCRETE AROUND FLOOR SINK FOR SMOOTH TRANSITION 17. 4" STEEL PIPE BOLLARD, RE: A1.2-1 18. EXISTING CONC. SLAB FOR TRANSFORMER TO REMAIN, VERIFY SIZE & DETAILS W/ LOCAL UTILITY 19. 6" STEEL PIPE BOLLARD @ RECEIVING ROOM, RE: A1.2-3 20. TURN DOWN SIDEWALK/RAMP EDGE, RE: A1.2-9 21. ISOLATION JOINT W/ SEALANT. MATCH SEALANT COLOR TO EXPOSED CONC. SURFACE, RE: A1.1-9 & A6.4-2 @ GENERATOR ENCLOSURE 22. BLOCK OUT FOR FIRE SPRINKLER RISER, RE: F2 24. 1'-0" GROOVED BORDER, RE: A1.2-9 28. HUB DRAIN FOR WET COMPACTOR, RE: P1 29. 3" CONC. HOUSE KEEPING PAD BELOW MAIN SWITCH GEAR. VERIFY EXACT SIZE W/ SWITCH GEAR MFR. CUT SHEETS 31. TURNDOWN ON 4" CONC. SLAB, RE: A1.2-6 32. 6" GRAY CONCRETE WITH REINFORCEMENT AS DENOTED BY RE: S1 FOR REINFORCEMENT & RE: A1.3 FOR PLACEMENT OF CONTROL & CONSTRUCTION JOINTS 33. SET FLOOR SINK LEVEL, W/ LEADING EDGE OF FLOOR SINK 3/8" ABOVE FINISHED CONCRETE, RE: A1.1-8 FOR PREP. SLAB 34. SET FLOOR SINK LEVEL, W/ LEADING EDGE OF FLOOR SINK 1/2" ABOVE FINISHED CONCRETE, RE: A1.1-8 FOR PREP. SLAB 35. FREEZER HEATED THRESHOLD, FURNISHED BY OWNER INSTALLED BY CONTRACTOR. THRESHOLD SHALL BE CAST IN THE CONCRETE SLAB 37. BLOCK OUT FOR MULTIPLE ELECTRICAL STUB UPS, RE: A1.1-11 38. EXISTING CONCRETE CURB TO REMAIN, RE: CIVIL DWGS 39. EXISTING CONCRETE SIDEWALK TO REMAIN, RE: CIVIL DWGS 40. CONTRACTOR TO PROVIDE AND INSTALL FLUSH MOUNTED, IN-GRADE, TRAFFIC RATED PULL BOX SIZED, RE: E3.A 41. TREE GRATE, RE: CIVIL & LANDSCAPE DWGS. 42. EXISTING SLAB TO REMAIN, TYP. AROUND PERIMETER OF INTERIOR WALLS, RE: STRUCT. DWGS. 43. EXISTING DOCK PIT. REPLACE LEVELER IN EXISTING PIT WITH NEW LEVELER 44. EXISTING CONCRETE SLAB TO REMAIN, RE: S1.0B 1. REFER TO ARCH., MECH., PLUMB., ELEC. & REFRIG. DRAWINGS FOR ADDITIONAL INFORMATION. 2. ALL FIXTURES, REFRIGERATED CASES, ETC. ARE SHOWN FOR COORDINATION ONLY. 3. SEE SHEET A1.3A & A1.3B FOR ALL INTERIOR CONSTRUCTION, CONTROL AND ISOLATION JOINTS. 4. PROVIDE A 2" VOID SPACE AROUND CONCRETE BLOCK-OUT FOR FIRE SPRINKLER RISER, REFER TO F2 FOR DETAIL. 5. CONTRACTOR SHALL CENTER FLOOR TRENCH DRAINS LOCATED OUTSIDE COOLER DOORS ON COOLER DOOR OPENING. REFER TO COOLER BOX SHOP DRAWINGS FOR COORDINATION OF DOOR OPENING LOCATION, RE: A1.1-6. 6. ALL FINISH GRADES ON THIS SHEET ARE SHOWN IN REFERENCE TO DATUM FINISH FLOOR ELEVATION. 7. SET ALL FLOOR DRAINS TO FLUSH WITH FLOOR FINISH AS FOLLOWS: FINISH CONCRETE: TOP OF DRAIN = TOP OF FINISH CONC. RESINOUS FLOORING: TOP OF DRAIN = 3/8" OR 1/2" ABOVE TOP OF CONCRETE, RE: A9 FOR FLOOR FINISH THICKNESS, RE: A9.1-22 FOR TRANSITION DETAIL 8. LIGHT BROOM FINISH ALL EXTERIOR CONCRETE SURFACES. 9. CONTRACTOR SHALL PROVIDE A SLAB MOCK UP AS SHOWN, RE: A1.2-15. ALL MEANS & METHODS THAT WILL BE USED INSIDE THE BUILDING SHALL BE USED TO PRODUCE THE MOCK UP. APPROVAL BY WINCO C.M. SHALL BE RECEIVED PRIOR TO INSTALLATION OF ANY CONCRETE SLABS INSIDE THE BUILDING. 3/8" = 1'-0" FREEZER BOLLARD PLACEMENT1 1/4" = 1'-0" ENLARGED PIZZA SLAB PLAN2 II T 7 T r T ( i: ~ -- ::: " ' "I' " . " 1 C ,;,/ V 0--- ------,-----~ : r -··-~-------~~:---i-l-t--1 ~~~---+i--· I ~~~-+--iII : : I I L ____ _,_ -----' •---~·-·--------·· .. ·-·-·--------... -... _. ______ .. ____ ._ ......... -----·-·-·-·-r-··-----·-·-·-r-···-···--···-r-·-·-·-·---··T-·-·-·-·-·---.-,.-······-·-•-"fl"•--------····•---~ : ! ! ! ! ! ! ! ! ! ! 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': ' > • • '' ' ' ' • --, -/ '\---, --,, -. ----=i ::,.: ~--·-:,.··-.<-·:-·-•.· -1 .:~-··.-,-.-. •~,.::s. :<-~~1_.~ ·:-~<::.-.·-1-i::~.-_.: .·.~.--.1:"-~ -•-... ·.,,;.~"".-~.,-.,,. :-.~.~-1. 0 ·r·---,-·_.-,:,,_--~;:.~--.. --~.---··~:·,~-•0 1.-.-;·.,.··-..,,-_ •• ,·· .. ---,:_/--=-,,,,~.-~-,,_r---,/i~ ~\.,----, ~"": __ c._~-C--/ _. ,, •. :' ·:. f '.. O' ;..•"i '.•• ,.• 1,, l· . ~ .. · ;• ' , ,, ; • •• ', ' ' • ' • -'. •· -• ~ F'/CC, -,\' '~, z~--::-7·111;::= \==== ~\~ ~~-~) 1 1 ~ ,, , ~ y----cJ 1---l O b 1 •o// U U L U U U U U U O U U n 1..__) /0 I Q.J -------+-t-- t 0----(J •• I Cr--t-----...--------H J (=1----1--------'-'--'----+-l) ...... 1--~ REGISTERED ARCHTTFCT f;30 n~ ..... R tu""--"-<::- n~niel \.V.1yne, Hmson STAIT OF W.'\SHJNGTON Appellant LWWF Hearing Exhibit #7 Page 1 of 2 CONC. SLAB AS OCCURS, RE: A1 1/2" x (VARIES) FIBROUS ISOLATION BOARD, TYP. CONCRETE FOOTING, RE: S1 R-____ RIGID PERIMETER INSULATION SEALANT, TYP. RE: S1 (O R T O T O P O F F O O T I N G ) 2' - 0 " M I N CMU &/ OR CONC. FOUNDATION WALL, RE: S1 FORM STAKE, HOLD DOWN FROM TOP OF FORM 100'-0" FINISHED FLOORCONCRETE SLAB BEVELED FORM & CONSTRUCTION JOINT 1/8" MAX. 6 MIL VAPOR BARRIER SYNKO-FLEX WATERSTOP #SF302 BY HENRY OR APPROVED EQUAL. CONTRACTOR'S OPTION TO SET WATERSTOP @ 1/2 DEPTH INTO GREEN CONCRETE RAT SLAB OR SET WATERSTOP ON CURED RAT SLAB FOLLOWING MFR. RECOMMENDATIONS (2) LAYERS OF PRESSURE TREATED 2X. LAP 2Xs TO STAGGER JOINTS 2'-0" MIN W.W.F. FREEZER CONCRETE SLAB, RE: A1 W.W.F. RIGID INSULATION W/ 6 MIL. VAPOR BARRIER OVER & UNDER. STAGGER INSULATION EDGES MIN. 2'-0" EACH WAY FREEZER WALL PANEL (FURNISHED BY OTHERS) 3"FREEZER PIT DIM. 5" 2 1/2" 5" 6" 3" 100'-0"100'-0" 1" 1/2" x 6" HEX HEAD LAG BOLT & 4'-0" O.C. SET LAG BOLT 1 1/2" INTO THERMAL BREAK 3/4" HDPE SET FLUSH W/ T.O. CONCRETE. ATTACH HDPE TO THERMAL BREAK W/ # 10, 1-3/4" FLAT HEAD SCREWS @ 12" O.C. STAGGERED. COUNTER SINK SCREWS FLUSH W/ HDPE. INSTALL HDPE OVER A HEAVY BEAD OF BUTYL & SEAL EACH JOINT W/ BUTYL 4" 6 MIL VAPOR BARRIER SYNKO-FLEX WATERSTOP #SF302 BY HENRY OR APPROVED EQUAL. CONTRACTOR'S OPTION TO SET WATERSTOP @ 1/2 DEPTH INTO GREEN CONCRETE RAT SLAB OR SET WATERSTOP ON CURED RAT SLAB FOLLOWING MFR. RECOMMENDATIONS. (2) LAYERS OF PRESSURE TREATED 2X's. LAP 2X's TO STAGGER JOINTS 2'-0" MIN CONCRETE SLAB, RE: A1 W.W.F. HEATED THRESHOLD FURNISHED BY OTHERS INSTALLED BY CONTRACTOR. RE: FOR RECESS & PLATE PLACEMENT RIGID INSULATION W/ 6 MIL. VAPOR BARRIER OVER & UNDER 5" 5" 6" 3" 3" TO WATERSTOPCL FREEZER PIT DIM. 1 1 100'-0"100'-0" 3/4" HDPE, NOTCH AS REQUIRED FOR THRESHOLD, SET IN HEAVY BEAD OF BUTYL. ATTACH TO THERMAL BREAK W/ #10, 1-3/4" FLAT HEAD SCREWS @ 12" O.C. STAGGERED. SEAL EACH JOINT W/ BUTYL LAG BOLT -A1.1 5 4" 2" T.D. AS OCCURS DRAIN CENTERED ON DOOR OPENING, RE: A1 & P1 10 " FACE OF COOLER BOX PANEL EQ EQ DOOR ELEVATION LINE OF HEATED THRESHOLD, RE: LINE OF FREEZER WALL PANEL ELECTRICAL RACEWAY W/ HEAT TAPE FURNISHED BY OTHERS 1"DOOR OPENING 1"4 1/2" (2) LAYER 2X THERMAL BREAK, RE: STAGGER JOINTS @ CORNERS LINE OF FREEZER WALL PANEL FREEZER DOOR EMT CONDUIT STUB UP. COORDINATE LOCATION W/ FREEZER BOX SHOP DRAWINGS TO AVOID CONFLICT W/ DOOR HINGES, CLOSER & VENTS 3 1 / 2 " 1" 3"1" 1/ 2 " 6" DOOR OPENING.1 1/2" DEEP RECESS IN SLAB FOR HEATED THRESHOLD CONDUIT. GROUT IN FLUSH W/ TOP OF SLAB 10" 1 1 / 2 " 3" 1 1 / 2 " -A1.1 4 -A1.1 4 PIT DIM. 25' - 5 7/8" 9' - 3 1/2"6' - 6 1/2"9' - 10"15' - 4 3/8"11' - 5 1/4"12' - 7 3/8" 10 " +0 +0" - 1 1/4" +0 -1 1/4" FACE OF FREEZER THERMAL BREAK FACE OF FREEZER THERMAL BREAK VALLEY/RIDGE SLOPE LINES, TYP. +0 3 A1.1 _____ 3 A1.1 _____ 4 A1.1 _____ +0 -1 1/4" +0 CONSTRUCTION OR CONTROL JOINT, RE: A1.3 CONSTRUCTION OR CONTROL JOINT, RE: A1.3 5 5 6 6 PI T D I M 35 ' - 8 " -1 3/4" 8' - 8 " 4" 23 ' - 4 " 11 ' - 9 " +0 +0 +0 +0 +0 +0" +0 +0 +0 +0 4' - 1 1 / 2 " 6' - 1 1 1 / 2 " 3' - 1 0 " 3"24' - 11 7/8"3"25' - 11 3/8"24' - 2"25' - 8"39' - 5" 7.5 7.5 7 7 - 1 1/4" +0 10' - 1 5/8"10' - 1 5/8"7"21' - 5" PIT DIM. 13' - 1" -1 3/4" PI T D I M . 6' - 6 " FACE OF FREEZER THERMAL BREAK CONSTRUCTION OR CONTROL JOINT, RE: A1.3 CONSTRUCTION JOINT, RE: A1.3 3 A1.1 _____ 3 A1.1 _____3 A1.1 _____ 3 A1.1 _____ 3 A1.1 _____ 4 A1.1 _____ 3 A1.1 _____ CONSTRUCTION OR CONTROL JOINT, RE: A1.3 4' - 6"11' - 2"12' - 8"4" +0 5" -3/4" 4" +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 -1/2" -11/16" 4' - 1 1 / 2 " 4' - 1 1 / 2 " 11 ' - 1 0 " 9" -11/16" 3' - 5" 10' - 2 1/2"12' - 0"13' - 0 1/2" 8' - 9" 6' - 0 1 / 4 " 20 ' - 6 3 / 4 " 4"10' - 2 1/2"12' - 0"13' - 0 1/2" FACE OF FREEZER THERMAL BREAK FACE OF FREEZER THERMAL BREAK +0 +0 +0 +0 14' - 11 1/2"13' - 1"15' - 3 3/4" 4" +0+0 -11/16" -11/16" 9' - 7"10" E E 12 ' - 8 1 / 2 " 8' - 0 " 11 ' - 4 1 / 2 " 5" 6" 3' - 0 1 / 2 " 3' - 0 1 / 2 " 10" 10" 7' - 5 " 7' - 3 1 / 2 " 4' - 4 1/2"4' - 4 1/2" RESINOUS FLOOR FINISH, RE: A9 FLOOR SINK, RE: P1 & R1 5" GRAY POLISHED CONCRETE, RE: A1 SET FLOOR SINK IN A 2'-0"x2'-0"x6" CONC. PREP SLAB ONE DAY PRIOR TO CONC. POUR 1' - 0"1' - 0"1' - 0"1' - 0" AS O C C U R S 3/ 8 " O R 1 / 2 " 100'-0" FLOOR SINK, RE: P1 & R1. HOLD FLOOR SINK 3/8" OR 1/2" AS OCCURS ABOVE TOP OF CONC. SLAB 6" 5" FL O O R S I N K M F R . 1" M I N . V E R I F Y W / 6" IN P R E P S L A B 1 " M I N . SE T B . O . F L O O R S I N K 1' - 0"1' - 0" 5" 6" IN P R E P . S L A B SE T F L O O R S I N K PVC FLOOR SINK, RE: P1 & R1 1' - 0"1' - 0" 6" FLOOR SINK FLOOR DRAINTRENCH DRAIN FLOOR DRAIN, RE: P1 1" M I N FINISHED CONC. SLAB TRENCH DRAIN RE: P1 1" M I N . FINISHED CONC. SLAB 1' - 0"1' - 0" 1' - 0"1' - 0" 6" HEAVY DUTY FLOOR CLEANOUT, RE: P1 & R1 FINISHED CONC. SLAB FLOOR CLEANOUT 1" M I N . SET FLOOR SINK IN A 2'-0"x2'-0"x6" CONC. PREP SLAB ONE DAY PRIOR TO CONC. POUR 6" 5" SET TRENCH DRAIN IN A 2'-0"xLENGTHx6" CONC. PREP SLAB ONE DAY PRIOR TO CONC. POUR SET FLOOR DRAIN IN A 2'-0"x2'-0"x6" CONC. PREP SLAB ONE DAY PRIOR TO CONC. POUR SET FLOOR CLEAN OUT IN A 2'-0"x2'-0"x6" CONC. PREP SLAB ONE DAY PRIOR TO CONC. POUR FLOOR SINK FLOOR SINK FLOOR SINK 1' - 0"1' - 0" 5" 6" IN P R E P . S L A B SE T F L O O R S I N K PVC FLOOR SINK, RE: P1 & R1. HOLD FLOOR SINK 3/8" OR 1/2" AS OCCURS ABOVE TOP OF CONC. SLAB FLOOR SINK RESINOUS FLOOR FINISH, RE: A9 AS O C C U R S 3/ 8 " O R 1 / 2 " 1" M I N . 1' - 0"1' - 0" RESINOUS FLOOR FINISH, RE: A9 AS O C C U R S 3/ 8 " O R 1 / 2 " TRENCH DRAIN A 1 15' - 10"6' - 11 1/4"6' - 11 3/8"9' - 4 1/8"5' - 7 5/8"5' - 7 5/8" 6' - 11 1/4"6' - 11 3/8"9' - 4 1/8"5' - 7 5/8"5' - 7 5/8" 4' - 5 1 / 2 " 3' - 1 1 5 / 8 " 5' - 1 0 1 / 8 " 6' - 0 1 / 8 " 7' - 7 3 / 4 " 4' - 6 1 / 2 " 3' - 1 0 5 / 8 " 6' - 1 1 1 / 8 " 4' - 1 1 " 6" 3' - 0 7 / 8 " 3' - 0 7 / 8 " -5/8" -1/2" -5/8" -1/2" -1/2" VALLEY/RIDGE SLOPE LINES, TYP. 2 +0" +0" +0" +0" +0"+0" +0" +0" +0" +0" +0" +0" +0" +0" +0" +0" +0" 5' - 6 1/2"5' - 6 3/8"FACE OF BAKERY FREEZER THERMAL BREAK, RE: -A1.1 2 CMU WALL GYP. BD. OVER 6" STEEL STUD FURRING WALL ELECTRICAL CONDUIT STUB UPS 5" MAX. 6' - 0 " M A X . CONCRETE BLOCK OUT FOR MULTIPLE CONDUIT STUB UP. INFILL W/ 'QUIKCRETE', NON SHRINK, PRECISION GROUT OR EQUAL. 1/2" 1/ 2 " 1/ 2 " GYP. BD. OR PWD OVER 6" STEEL STUD WALL ELECTRICAL CONDUIT STUB UPS 6' - 0 " M A X . 1/2" 1/ 2 " 1/ 2 " 5" MAX. 1/2" GYP. BD. OR PWD OVER 6" STEEL STUD WALL ELECTRICAL CONDUIT STUB UPS 6' - 0 " M A X . 1/2" 1/ 2 " 1/ 2 " 5" MAX. 1/2" CONCRETE BLOCK OUT FOR MULTIPLE CONDUIT STUB UP. INFILL W/ 'QUIKCRETE', NON SHRINK, PRECISION GROUT OR EQUAL. CONCRETE BLOCK OUT FOR MULTIPLE CONDUIT STUB UP. INFILL W/ 'QUIKCRETE', NON SHRINK, PRECISION GROUT OR EQUAL. 1 1 BB+0" +0" +0" +0" PI T D I M . 8' - 6 " 12 ' - 4 " 11 ' - 6 " PIT DIM. 19' - 3 1/2" 3 A1.1 _____ 3 A1.1 _____ -1 1/2" 4 A1.1 _____ 3 A1.1 _____ 3 A1.1 _____ VALLEY SLOPE LINES, TYP. 27 ' -11 1 / 8 " TO I N S I D E FA C E O F CM U 13' - 0"17' - 2 3/4" EXISTING CONCRETE GRADE BEAM, RE: S1 EXISTING CONCRETE SLAB AS OCCURS, RE: A1 SEALANT, TYP. 1/2" x (VARIES) FIBROUS ISOLATION BOARD, TYP. SEALANT, TYP. EXTERIOR SLAB, AS OCCURS, RE: A1 & STRUCT. DWGS. EXISTING CONCRETE TILT-UP WALLGRID EXISTING CONCRETE PILE, RE: S1 NEW MICROPILE, RE: KNA DWGS. ARCH. PROJECT NO. DRAWN CHECKED SUBMITTAL DATES OTB DATE REVISIONS SHEET TITLE SHEET 84K CR58 70 7 N . 2 7 t h S t . B o i s e , I D 8 3 7 0 2 p: 2 0 8 / 3 4 5 / 2 4 2 8 f a x : 2 0 8 / 3 4 5 / 3 7 5 7 ww w . t a i t . c o m Si n c e 1 9 6 4 Sa c r a m e n t o Sa n F r a n c i s c o On t a r i o Lo s A n g e l e s No r t h D a k o t a Se a t t l e De n v e r Da l l a s Bo i s e TH E S E D R A W I N G S A N D S P E C I F I C A T I O N S A R E IN S T R U M E N T S O F S E R V I C E F O R T H E P R O J E C T F O R W H I C H TH E Y A R E M A D E A N D S H A L L R E M A I N T H E P R O P E R T Y O F TH E A R C H I T E C T R E G A R D L E S S I F T H E P R O J E C T I S CO M P L E T E D . T H E S E D R A W I N G S A N D S P E C I F I C A T I O N S SH A L L N O T B E R E P R O D U C E D O R U S E D B Y A N Y O N E F O R OT H E R P R O J E C T S O R A D D I T I O N S T O T H I S P R O J E C T WI T H O U T T H E W R I T T E N C O N S E N T O F T A I T A N D AS S O C I A T E S . C O P Y R I G H T © 2 0 2 4 CITY 09/16/2024 9/ 2 0 / 2 0 2 4 1 2 : 1 9 : 5 4 P M WI N C O F O O D S N O . 1 7 7 WIN177 SAS SD SLAB DETAILS 80 0 G A R D E N A V E . RE N T O N , W A S H I N G T O N A1.1 3/4" = 1'-0" PERIMETER INSULATION7 3" = 1'-0" FORM WORK @ CONSTRUCTION JOINT14 1 1/2" = 1'-0" FREEZER PIT3 1 1/2" = 1'-0" FREEZER DOOR THRESHOLD4 1/2" = 1'-0" TRENCH DRAINS @ DOORS61 1/2" = 1'-0" HEATED THRESHOLD PLACEMENT AT FREEZER & RECESS5 1/4" = 1'-0" ENLARGED FREEZER/ SERVICE COMPLEX SLAB PLAN1 3/4" = 1'-0" PLUMBING FIXTURE PREP SLAB8 1/4" = 1'-0" ENLARGED RESTROOM SLAB PLAN13 3/4" = 1'-0" MULTIPLE STUB UP BLOCK OUT11 1/4" = 1'-0" ENLARGED BAKERY SLAB PLAN2 3/4" = 1'-0" TYP. ISOLATION JOINT/ FOUNDATION WALL9 1 l 9 9 ..I I ---------------- --. ----------" ,_ ------------, I I -H---1- - L ------------ · · -------1 .......................................................... \. ---------- -. L_ __ ---:..c:::::_ ________ -----l-____ --l-----=~1 I ,£ - --·-·••-I ! 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