Franshelys Hernandez AutoCAD Sample Work
6X6 - 10/10 WWF 4000 PSI CONCRETE TOOLED EDGE
TOOLED EDGE REPLACED MATERIAL X
X
X
X
1
FILTER FABRIC EQUAL TO US FABRICS # US 180NW, NON WOOVEN 7.0 OZ/SY ADJACENT BACK FILL UNDISTURBED EARTH #4 BARS - CONTINUOUS @ PERIMETER - GRADE 40 COMPACTED WELL DRAINING GRAVEL W/ PERCOLATION RATE NOT LESS THAN 20 INCHES/HR
TYPICAL SLAB EDGE CONDITION SCALE: 1" = 1'-0"
6" ADJACENT BACK FILL UNDISTURBED EARTH
2
#4 BARS - CONTINUOUS @ PERIMETER - GRADE 40 COMPACTED WELL DRAINING GRAVEL W/ PERCOLATION RATE NOT LESS THAN 20 INCHES/HR
TYPICAL SLAB EDGE CONDITION SCALE: 1" = 1'-0"
© COPYRIGHT 2014
2014001.01 - ECOTARIUM - TOILET ROOM RENOVATIONS - PROGRESS
6"
4"
8" 4"
X
2"
X
X
8"
X
8"
X
EXISTING GRANITE SLAB
2"
X
2"
X
4"
X
8"
X
FILTER FABRIC
3"
2"
4"
3"
X
A L L D R A W N AN D W R I T T E N I N F O R M AT I O N A PP E A R I N G HEREIN IS AND SHALL REMAIN THE PROPERTY OF GOR MAN R ICHAR DS ON LE WIS ARCHITE CTS , INC . AND AS SUCH SHALL NOT BE D UPLICATED IN A NY FORM OR D ISCLOSED OR OTHERWISE USED WITHOUT THE EXPRESS WRITTEN CONSENT OF G O RM A N R ICH A RDS ON LEW IS AR C HIT EC TS, INC . THE INFORMATION PROVIDED HEREIN VIA ELECTRON IC MEDIA IS NO T GUARAN TEED OR WARRANTED AGAINST DEFECTS, INCLUDING BUT NOT LIMITED TO, ERRORS OR OMISSIONS, D ESIGN D IMENSION S, DESIG N C AL CUL ATION S, D AT A T RANS LAT ION , OR DAT A T R ANSMISS ION .
EXISTING BUILDING FOUNDATION FILL CONTROL JOINTS W/ SINGLE PART SELF LEVELING POLYPURETHANE
3 4" POLYPROPOLENE COMPRESSIBLE JOINT MATERIAL BETWEEN NEW SLAB AND EXISTING BUILDING
TOOLED EDGE BACKER ROD AND ONE PART NON-SELF LEVELING SEALANT
TYPICAL WWF
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
6" TYPICAL SLAB EDGE REINFORCING
3
TYPICAL CONTROL JOINT SCALE: 1" = 1'-0"
4
TYPICAL SLAB EDGE AT EXISTING BUILDING FOUNDATION SCALE: 1" = 1'-0"
4" 4"
X
X
X
4"
1"
1/4"
3/4"
WWF CONTINUES THROUGH JOINT
4"
T:\PROJ2014\2014001\01\Drawings\5-cd\20140402-LOWER ENTRY SLAB\4002-ECOTARIUM-LOWER ENTRY SLAB RENO- DETAILS-20140407.dwg, 4/8/2014 3:10:07 PM, FHernandez
6X6 - 10/10 WWF 4000 PSI CONCRETE WATER CEMENT RATIO:0.45 MAX AIR ENTRAINED: 6% (-1%, +2%) CURING COMPOUND: ASTM C309 TYPE 1 CLASS A W/25% MIN SOLIDS
X
X
X
X
8"
X
X
X
X
X
X
EXISTING SLAB
9"
6"
4"
X
X
X
3/4"
4"
CONCRETE SLAB AS SPECIFIED
STAINLESS STEEL SLIP DOWEL AT 16" O.C. POLYPROPOLYNE SLEEVE OVER DOWEL
EPOXY SMOOTH DOWEL INTO EXISTING CONCRETE 3/4"
3/4"
DOOR SADDLE/ THRESHOLD AT ENTRY DOOR
4"
TOOLED EDGE
BACKER ROD AND ONE PART SELF- LEVELING SEALANT POLYPROPOLYNE COMPRESSIBLE JOINT FILLER
X
9" 3/4"
EXISTING CONCRETE
REINFORCING AS SPECIFIED ADJUST LOCATION OF BOTTOM BAR TO INCLINE TO MAINTAIN 2" MIN CONCRETE COVERAGE
REINFORCING AS SPECIFIED
UNDISTURBED EARTH 1:1 SLOPE MAX COMPACTED WELL DRAINING GRAVEL AS SPECIFIED
NEW SLAB TO EXISTING SLAB DETAIL
6
SCALE: 1" = 1'-0"
DETAIL AT ENTRY DOORS SCALE: 1" = 1'-0" © COPYRIGHT 2014
9"
BACKER ROD AND ONE PART SELF LEVELING SEALANT POLYPROPOLYNE COMPRESSIBLE JOINT FILLER POLYPROPOLYNE SLEEVE OVER DOWEL
9" 3/4"
X
X
X
X
X
X
X
X
X
6"
1'-0" 9"
8"
X
2" 4"
X
X
8"
X
4"
X
COMPACTED WELL DRAINED GRAVEL AS SPECIFIED
6"
4"
X
SMOOTH STAINLESS STEEL ROD #4 AT 16" O.C.
3" 3/4"
X
NEW CONCRETE SLAB AS SPECIFIED
X
X
2"
X
X
4"
3"
6"
3/4"
REINFORCING AS SPECIFIED
REINFORCING AS SPECIFIED
7
EXPANSION JOINT DETAIL SCALE: 1" = 1'-0"
A L L D R A W N AN D W R I T T E N I N F O R M AT I O N A PP E A R I N G HEREIN IS AND SHALL REMAIN THE PROPERTY OF GOR MAN R ICHAR DS ON LE WIS ARCHITE CTS , INC . AND AS SUCH SHALL NOT BE D UPLICATED IN A NY FORM OR D ISCLOSED OR OTHERWISE USED WITHOUT THE EXPRESS WRITTEN CONSENT OF G O RM A N R ICH A RDS ON LEW IS AR C HIT EC TS, INC .
TOOLED EDGE CONCRETE TO BITUMINOUS SEALANT AS SPECIFIED NEW BITUMINOUS WITH CHIP SEAL SURFACE
8
NEW SLAB BITUMINOUS DETAIL SCALE: 1" = 1'-0"
2014001.01 - ECOTARIUM - TOILET ROOM RENOVATIONS - PROGRESS
5
NEW SLAB
X
T:\PROJ2014\2014001\01\Drawings\5-cd\20140402-LOWER ENTRY SLAB\4002-ECOTARIUM-LOWER ENTRY SLAB RENO-CONTINUED DETAILS-20140407.dwg, 4/8/2014 3:10:51 PM, FHern
SELF LEVELING ONE PART POLYURETHANE BACKER ROD 3 4" POLYPROPOLYNE COMPRESSIVE JOINT FILLER BETWEEN EXISTING SLAB AND NEW SLAB
BITUMINOUS TO BITUMINOUS SEALANT AS SPECIFIED EXISTING BITUMINOUS
THE INFORMATION PROVIDED HEREIN VIA ELECTRON IC MEDIA IS NO T GUARAN TEED OR WARRANTED AGAINST DEFECTS, INCLUDING BUT NOT LIMITED TO, ERRORS OR OMISSIONS, D ESIGN D IMENSION S, DESIG N C AL CUL ATION S, D AT A T RANS LAT ION , OR DAT A T R ANSMISS ION .
8
1'-6"
31'-10" 14'-3"
8'-0"
EXISTING CONCRETE SLAB TO REMAIN
10'-2"
GRANITE SLAB: REMOVE/REPLACE AS NEEDED TO FORM NEW SLAB AGAINST GRANITE
6'-0"
3
7
2
10'-8"
NEW CONCRETE SLAB W/ LIGHT BROOM FINISH PERPENDICULAR TO PRIMARY PATH OF TRAVEL
EXTERIOR DISPLAY SEATING AREA
PLANTING AREA
4
1'-3"
15'-2"
EXISTING PLANTER REMOVE/REPLACE
© COPYRIGHT 2014
A L L D R A W N AN D W R I T T E N I N F O R M AT I O N A PP E A R I N G HEREIN IS AND SHALL REMAIN THE PROPERTY OF GOR MAN R ICHAR DS ON LE WIS ARCHITE CTS , INC . AND AS SUCH SHALL NOT BE D UPLICATED IN A NY FORM OR D ISCLOSED OR OTHERWISE USED WITHOUT THE EXPRESS WRITTEN CONSENT OF G O RM A N R ICH A RDS ON LEW IS AR C HIT EC TS, INC . THE INFORMATION PROVIDED HEREIN VIA ELECTRON IC MEDIA IS NO T GUARAN TEED OR WARRANTED AGAINST DEFECTS, INCLUDING BUT NOT LIMITED TO, ERRORS OR OMISSIONS, D ESIGN D IMENSION S, DESIG N C AL CUL ATION S, D AT A T RANS LAT ION , OR DAT A T R ANSMISS ION .
4'-0" EXPANSION JOINT
44'-0"
SAW CUT CONTROL JOINTS
1
8'-0"
NEW BARK MULCH BY ECOTARIUM
3'-1"
Project North
REMOVE/REPLACE DOOR THRESHOLD AS NEEDED
NOTE: ALL DIMENSIONS SHOWN ARE APPROX. FIELD MEASURE FOR EXACT MEASUREMENTS.
1
PROPOSED - LOWER ENTRY SLAB RENO - PLAN SCALE: 1/8" = 1'-0"
2014001.01 - ECOTARIUM - TOILET ROOM RENOVATIONS - PROGRESS
11'-7"
5
2'-0"
6
T:\PROJ2014\2014001\01\Drawings\5-cd\20140402-LOWER ENTRY SLAB\4001-ECOTARIUM-LOWER ENTRY SLAB RENO-20140402.dwg, 4/8/2014 3:07:14 PM, FHernandez
REMOVE/REPLACE EXISTING BITUMINIOUS
20'-0"
10'-2" 64'-0"
2'-0" 8'-0"
© COPYRIGHT 2014
2014001.01 - ECOTARIUM - TOILET ROOM RENOVATIONS - PROGRESS
15'-0"
3'-6"
2'-0"
THE INFORMATION PROVIDED HEREIN VIA ELECTRON IC MEDIA IS NO T GUARAN TEED OR WARRANTED AGAINST DEFECTS, INCLUDING BUT NOT LIMITED TO, ERRORS OR OMISSIONS, D ESIGN D IMENSION S, DESIG N C AL CUL ATION S, D AT A T RANS LAT ION , OR DAT A T R ANSMISS ION .
10'-8"
16'-0"
A L L D R A W N AN D W R I T T E N I N F O R M AT I O N A PP E A R I N G HEREIN IS AND SHALL REMAIN THE PROPERTY OF GOR MAN R ICHAR DS ON LE WIS ARCHITE CTS , INC . AND AS SUCH SHALL NOT BE D UPLICATED IN A NY FORM OR D ISCLOSED OR OTHERWISE USED WITHOUT THE EXPRESS WRITTEN CONSENT OF G O RM A N R ICH A RDS ON LEW IS AR C HIT EC TS, INC .
14'-3"
EXTERIOR DISPLAY SEATING AREA
4'-0" 1'-3"
PLANTING AREA Project North
3'-1"
15'-2"
1'-6" 13'-0"
T:\PROJ2014\2014001\01\Drawings\5-cd\20140402-LOWER ENTRY SLAB\4001-ECOTARIUM-Existing LOWER ENTRY SLAB RENO-20140402.dwg, 4/9/2014 12:11:11 PM, FHernandez
16'-0"
NOTE: ALL DIMENSIONS SHOWN ARE APPROX. FIELD MEASURE FOR EXACT MEASUREMENTS.
1
EXISTING - LOWER ENTRY SLAB RENO - PLAN SCALE: 1/8" = 1'-0"
CONC.FILLED 6" RIGID SCHED/ 80 GALV. STL. PIPE PAINTED YELLOW PLACE CONC. IN PIPE W/ DOMED FINISH PROFILE AS SHOWN
9'-0"
5'-0"
EDGE OF LOWER WALL
4'-0"
GRADE
5'-0" MIN
16" DIA. CONC. FOOTING 5'-0" MIN
1'-4"
CL
2'-4"
(2) 4" SCHED. 40 PVC CONDUIT
2'-4"
ALIGN CENTER LINE OF BOLLARD WITH EDGE OF PAD
EDGE OF TRANSFORMER PAD TRANSFORMER
5'-0" MIN.
CL
SWDOO IN R G
2
GROUND PLAN THREE PHASE PADMOUNTED TRANSFORMER NOT TO SCALE
3
TYPICAL PREFABRICATED TRANSFORMER PAD NOT TO SCALE
3'-1
"
6'-0"
6" CONCRETE FILLED STEEL POST (TYP)
10' CLEAR SPACE FROM FRONT OF PAD
1
NOTE #1
INSULATING BUSHING
NOTE #2
GALVANIZED STEEL CONDUIT AND BEND ARE TO BE USED, THEY SHALL BE GROUNDED BY BONDING TO AN APPROVED U-BOLT TYPE GROUND CLAMP 6" FROM TOP OF THE CONDUIT. A 24" CONDUCTOR SHALL BE PROVIDED TO EXTEND TO THE COMPANY'S GROUNDING CONDUCTOR. THE CONDUCTOR SHALL BE SIZED AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. ARTICLE 250, BUT IN NO CASE SHALL IT BE SMALLER THAN 4" AWG COPPER. RECOMMEND USE OF CORROSION RESISTANT BEND IN LOCATIONS SUBJECT TO HIGHWAY SALTING. SEE SECTION 4.1.9 IN E8 750.
TYPICALBOLLARD DETAIL 3/8"=1'0"
NOTE #3
GALVANIZED STEEL CONDUIT, GALVANIZED STEEL SWEEP, ATTACHMENT CLAMPS, GROUNDING CLAMP AND 24" GROUNDING CONDUCTOR SHALL BE FURNISHED AND INSTALLED BY CUSTOMER. NORMALLY, THE CONDUIT SHALL RISE ON THE SIDE OF THE POLE AWAY FROM TRAFFIC UP TO 8 FT. TO 11 FT. CONSULT COMPANY FOR PROPER LOCATION ON POLE.
NOTE #4
PIPE STRAPS, INSTALL AT NOT MORE THAN 30" INTERVALS.
© COPYRIGHT 2014
A L L DR A W N A N D W R I T T E N I N F O R MA T I O N A P PE AR I N G HEREIN IS AND SHALL REMAIN THE PROPERTY OF GORMAN RICHARDSON LEWIS ARCHITECTS, INC. AND AS SUCH SHALL NOT BE DUPLICATED IN ANY FORM OR DISCLOSED OR OTHERWISE USED WITHOUT THE EXPRESS WRITTEN CONSENT OF GORMAN RICHARDSON LEWIS ARCHITECTS, INC. THE INFORMATION PROVIDED HEREIN VIA ELECTRONIC MEDIA IS NOT GUARANTEED OR WARRANTED AGAINST DEFECTS, INCLUDING BUT NOT LIMITED TO, ERRORS OR OMISSIONS, DESIGN DIMENSIONS, DESIGN CALCULATIONS, DATA TRANSLATION, OR DATA TRANSMISSION.
FINISH GRADE
1'-0" 8"
8"
3"
8"
WARNING TAPE (2)
3"
2'-6" MIN.
8"
8" 4" 4"
BASE SPACER INTERMEDIATE SPACER PRIMARY ELECTRICAL DUCT SPARE DUCT CONCRETE SAND
X
CONDUIT TRENCH TYPICAL SECTION 3/8"=1'-0"
X
TYPICAL PRIMARY RISER POLE ELEVATION NOT TO SCALE
PROGRESS PRINT
T:\PROJ2014\2014001\01\Drawings\XREFs\CIVIL-LAND\SIMPLIFIED CIVIL PLAN.dwg, 4/16/2014 3:52:01 PM, FHernandez
2'-0" MIN.
The Annex Connector Plans Scale: 1’ = 1/16�
Basement
Ground Level
Second Level
Mezzanine Level
Third Level
Wall Section Scale: 3/4” = 1’
Concrete Steel Wide Flange 2x4 Joist Dropped Ceiling Glass Panels
Steel Column Plastered Wall
Concrete Slab
Steel Decking