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LEGEND:
<br /> OF DENOTES OUTSIDE FACE
<br /> TOF DENOTES TOP OF FOOTING ELEVATION
<br /> DENOTES SLOPED SLAB
<br /> NOTE: NOTE: D DENOTES RECESSED SLAB LOCATION
<br /> DOWELS MUST BE LEVEL REF 2-S1.0 FOR ITEMS
<br /> AND SQUARE WITH JOINT. SHOWN BUT NOT NOTED. DENOTES TOP OF SLAB ELEVATION
<br /> REF ARCH
<br /> a DENOTES LIMITS OF 4" Architect of Record:
<br /> PROVIDE ISOLATION CONSTRUCTION JOINT
<br /> 1/2"
<br /> DIA x 10„ SMOOTH ---
<br /> ALL (4) SIDES OF PAD ROUND DOWELS AT 24" SLAB-ON-GRADE (SEE PLAN NOTE #1) Mariah B. Meyer
<br /> OC 1/2" DIA x 10 SMOOTH ROUND DENOTES SLAB ELEVATION CHANGE 5131 Metcalf Avenue Suite 300
<br /> CENTERED ON JOINT. DOWELS DOWELS AT 24" OC (3 MIN) Overland Park,KS 66204
<br /> #4 AT 12 OC EW TOP AND WALL END; REF DET 7-S0.0 FOR
<br /> MUST BE LEVEL AND SQUARE WALL BEYOND CENTERED ON JOINT WITH GREASE DENOTES DOUBLE STUD AT SHEAR www.brrarch.com
<br /> �_
<br /> BOTTOM AT PAD WITH JOINT (REQUIRED ONLY ON ONE END, LOCATE DOWEL 4" FURTHER INFO Tel:913-262-9095
<br /> REF ARCH. FOR FLOOR 6» FROM EDGE OF STOOP EACH END Fax:913-262-9044
<br /> GRATE AND RECESS L#4 AT 12" O.C. KEYED JOINT (OPTIONAL) 2 -0„ AT CONC PAVING) PMEJ AND SEALANT
<br /> T0. SLAB EL #3 DOWELS AT 12" OC 2'_0PAVING REF ARCH + DENOTES DIMENSIONS TO BE FIELD
<br /> VERIFIED
<br /> 100 -0" TO SLAB EL SLOPE
<br /> a TO SLAB EL DENOTES METAL STUD SHEAR WALL
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<br /> O d °.° a ° • • LAN REF PLAN w U� al
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<br /> (4) #4 CONT. (1) AT v ,\,' �j �j� 1. 4 SLAB-ON-GRADE CONSTRUCTION: 4 CONCRETE SLAB O �5 W o D o g z w W w o W Z
<br /> THREE SIDES, TYP REINFORCED W/ #3 ® 18 EA. WAY (ON CHAIRS) AT z LL H 0 6.Ei5W= z o
<br /> EA. CORNER OF DRAIN TOF EL " Q `� o LL w o�>w`z°W
<br /> ROTATE STANDARD ACI 90° REF PLAN MID-DEPTH ON STEGO 15 MIL CLASS A VAPOR BARRIER J Q Q a o W w Q N Q
<br /> REF M.E.P. FOR DRAIN
<br /> CONT. VAPOR BARRIER HOOK TO FIT IN SLAB WITH 1'-0" o zo w o a w LLo x 5 a_w o P-o=
<br /> OVER 4 LAYER OF WELL GRADED GRANULAR MATERIAL. cnW z,�o W W 0 0 0=o
<br /> 91„ 3'-8 „ THE REQUIRED CLEARANCE 2. SEE DWG SO.0 FOR GENERAL NOTES & TYPICAL DETAILS. o a o=a a a a
<br /> 2 1 -0 2 WELL GRADED 3. SEE ARCH/PLUMBING DWGS FOR EXACT LOCATIONS OF ALL
<br /> Ir 7r 7r Ir GRANULAR MATERIAL FLOOR DRAINS & SLOPED SLABS.
<br /> 4. ALL ELEVATIONS BASED ON FINISH FLOOR EL. 100'-0". FIELD
<br /> CONCRETE PAD AT WASHER SLAB RECESS AT FREEZER SLAB AT OPENING WITH STOOP VERIFY ACTUAL FINISH FLOOR ELEVATION. CONSULTANT LOGO
<br /> �j 5. "CJ" DENOTES CONTROL JOINT (REF 2-SO.0).
<br /> 7 3/4"=1'-0" 3/4"=1'-0" 5 3/4"=1'-0" 6. SEE ARCH/CIVIL DWGS. FOR DIMENSIONS NOT SHOWN.
<br /> 7. COORDINATE DOOR LOCATIONS WITH ARCH DWGS. JOHNSTON
<br /> 8. COORDINATE LOCATIONS OF PLUMBING LINES W/ PLUMBER BURKHOLDER
<br /> PRIOR TO POURING FOOTINGS & SLAB-ON-GRADE. JBAAsSOCIATES
<br /> consulting structural engineers
<br /> NOTE: FACE OF SHEATHING = 930 CENTRAL KANSAS CITY,MO 64105
<br /> EXISTING ADJACENT EDGE OF SLAB NOTE:
<br /> COOLER NOT SHOWN (816)421-4200www.ISAENCR.cona
<br /> CONTRACTOR SHALL FIELD VERIFY JBA PROJECT #19310
<br /> (AT SIM) (1) LAYER OF 15/32" MIN WOOD SHEATHING, RUN EXISTING CONDITIONS. ANY
<br /> REF SECT 2-S1.0 FOR SHEATHING PERPENDICULAR TO FRAMING; ATTACH DISCREPANCIES SHALL BE
<br /> NEW WALL STUD AND REPLACE EXISTING WOOD SHEATHING REF ARCH I TO STUDS WITH #8 SCREWS AT 6" OC AT PANEL BROUGHT TO THE ATTENTION OF
<br /> SHEATHING (NOT AT SIM) i1 I EX READ WITH 5/8" APA RATED FOR VENEER I EDGES AND 12" OC IN THE FIELD; PROVIDE 1 THE ARCH/ENGINEER IMMEDIATELY.
<br /> EXTERIOR GRADE SHEATHING WITH
<br /> I I I �. (NOT AT SIM) I 1/2"x20 GA STRAP BLOCKING AT ALL PANEL EDGES w
<br /> EXIST EXTERIOR FINISH 10d COMMON NAILS AT 6 OC TYP �� (D Z
<br /> TO BE REMOVED �I I AT ALL STUDS AND BLOCKING; NOTE: I I THE GC SHALL LOCATE ALL UTILITIES 0
<br /> 600S200-43 METAL 1 0.157 DIA PAFS AT 16 OC c 2'-0" BEFORE DEMOLITION OR NEW • ° Q
<br /> II I STAGGER SHEETS REF N BUT
<br /> FOR ITEMS STUDS AT 16" OC I CONSTRUCTION. NO INTERRUPTION OF O
<br /> 2'-0" „ j� I SHOWN BUT NOT NOTED. I � � �
<br /> lb #4 DOWELS AT 18 OC i L J
<br /> i II I EXISTING WOOD STUD 60OT125-54 CONT I #4 DOWELS AT 16 OC - THE EXISTING UTILITIES SHALL BE w w
<br /> N NEW CONC I I f RUNNER TRACK I e" ALLOWED WITHOUT THE PRIOR 0_ Y
<br /> WALL TO REMAIN
<br /> SLAB-ON-GRADE I I CONC SLAB-ON-GRADE PER PLAN PERMISSION OF THE STORE MANAGER. = Cl)
<br /> II I REF SECT 2-S1.0 Q Cn w
<br /> PER PLAN �I I
<br /> SLABEXISTREF REF ARCH PAVING w TO SLAB EL 0
<br /> TO SLAB EL f TO EXIST SLAB EL FOR VENEER I REF SECT 2-S1.0 �- REF PLAN NOTE: Q co w
<br /> U w �
<br /> REF PLAN (REF PLAN) I FOR TRACK ANCHOR _ _ ALL DIMENSIONS ARE TO FACE OF N E
<br /> 2'-0"
<br /> (1) #4 CONT I '� SHEATHING/EDGE OF CONCRETE SLABS
<br /> 1 1' 0» (3) 1/2" DIA x 10" SMOOTH DOWELS AT #4 DOWELS AT 16" OC -�L TO SLAB CURB EL 100
<br /> L d J s1 o z Oz Lu
<br /> L
<br /> 1 OPENINGS, GREASE END IN NEW SLAB,
<br /> PAVING 100 0 1 VAPOR BARRIER NEW O LU
<br /> DRILL AND EMBED 5" INTO EXISTING _ _ a ROF PLAN -----\ ADDITION O � 0- o
<br /> (2) #5; DRILL AND EMBED SLAB WITH HILTI HIT-HY 200 ADHESIVE TO SLAB EL d O
<br /> 5" INTO EXISTING FDN WITH (AT SIM ONLY) - - a REF PLAN o a ° WELL GRADED GRANULAR _ co
<br /> I BACKFILL MATERIAL I 1 07 N
<br /> HILTI HIT-HY 200 ADHESIVE d •a o
<br /> • EXISTING FTG PROVIDE END d PERIMETER INSULATION L co
<br /> TO REMAIN HOOK AT CURB ° REF ARCH.
<br /> TOF EL ; v
<br /> M 3„ #5 DOWELS AT 18" OC; d REF PLAN
<br /> CLR DRILL AND EMBED 5" INTO < d (2) #4 BOTTOM 5" 8" 5" #4 AT 18 OC 5110 LU
<br /> 1' 0" 2" EXISTING FDN WITH HILTI 1 -2 .
<br /> 71 HIT-HY 200 ADHESIVE 1'-6" EXISTING z
<br /> (FI L VERIFY) BUILDING / ----- o
<br /> 1
<br /> PERIMETER FOOTING AT EXISTING PERIMETER WALL FOOTING PERIMETER WALL FOOTING
<br /> 4 3/4"=1'-0" 3 3/4"=1'-0" 2 3/4 -1 -0 \ I ISSUE BLOCK
<br /> KEY PLAN NO. DATE DESCRIPTION
<br /> I I
<br /> I I
<br /> 32'-0„
<br /> CJ AT (3) EQUAL SPACES I 38'-8"
<br /> I I
<br /> 26'-0"
<br /> 5 CJ AT (2) EQUAL SPACES
<br /> REF 5-S1.0 FOR NEW CONC 51.0
<br /> STOOP AT EXISTING OPENING;
<br /> I I REF ARCH FOR EXACT SIZE 2 98'-6" 3
<br /> S1.0 TOF EL, TYP S1.0
<br /> S1 0 TOF EL, TYP i CHECKED BY: BJH
<br /> II - ---- - - - - - - - - --- - - - - - - - - - ------ - - - - --- ------- -
<br /> m I DRAWN BY: SMK
<br /> � - - - - - 1 --a--- --- - -- - --- - ---- -- - ---°- -- - --- L - - - - - I d 91 - DOCUMENT DATE: 09/01/20
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<br /> 4 -4, 1• ° ° • ° ° °° PROTO TYPE: REMODEL
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<br /> FOR EXACT SIZE • ° d° ° S1.0 °AND LOCATION 1 ° ° ° • e°d4. ° ° ° e °< I ° 1 °e ° d ° 4 d d 11 A d . . ° 4 e ° d
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<br /> ° d 9
<br /> EXISTING EXTERIOR 1 d . m e ° ° `� e f100'-O" •� ° ° ° .4 e ° 1 I °°,1 d f100 -0 °° a e° d a TO SLAB
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<br /> 1 1° S1.0 �° e ° a ° 4 - ° ° 1 EXISTING FTG TO S1.0 ° °1 9• .d ,. a e e 4. e ° , e° .. °° i I .
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<br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I � - - - - - - - - - - - J -- --r4 ° -- ° -- ---- --
<br /> �- d -T ` ° -�-d=- ° -�- I 09/02/20
<br /> - - - EXISTING COL TO _ 1
<br /> - - - - - - - - - - - - - - - - - - - - - - -
<br /> 4 TO EXIST SLAB
<br /> REMAIN, TYP - --- - --- - - -- - -------- - - -
<br /> S1.0 EL. =100'-0" SIM 4
<br /> (FIELD VERIFY) 11 S1.0 98'-6" 2 3
<br /> TOF EL, TYP S1.0 S1.0
<br /> PARTIAL FOUNDATION
<br /> PLANS AND DETAILS
<br /> PARTIAL PARTIAL
<br /> FOUNDATION PLAN FOUNDATION PLAN
<br /> 1 A 1/4"=1'-0" 1 1/4"=1'-0" SHEET:
<br /> S1 . 0
<br />
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