Franshelys HernandezAutoCAD Sample Work

X X X X X4"8"

2"2"

3"

8"4"

6"

COMPACTED WELLDRAININGGRAVEL W/ PERCOLATIONRATE NOT LESS THAN20 INCHES/HR

#4 BARS - CONTINUOUS @ PERIMETER - GRADE40

UNDISTURBEDEARTH

ADJACENT BACK FILL

6X6 - 10/10 WWF4000 PSI CONCRETE

TOOLED EDGE

X X X X X4"8"

2"2"

3"

8"4"

6"

COMPACTED WELL DRAININGGRAVEL W/ PERCOLATIONRATE NOT LESS THAN20 INCHES/HR

#4 BARS - CONTINUOUS @ PERIMETER - GRADE 40

UNDISTURBED EARTHADJACENT BACK FILL

6X6 - 10/10 WWF4000 PSI CONCRETEWATER CEMENT RATIO:0.45 MAXAIR ENTRAINED: 6% (-1%, +2%)CURING COMPOUND: ASTM C309TYPE 1 CLASS A W/25% MINSOLIDS

TOOLED EDGE

3 TYPICAL CONTROL JOINTSCALE: 1" = 1'-0"

1 TYPICAL SLAB EDGE CONDITIONSCALE: 1" = 1'-0"

2 TYPICAL SLAB EDGE CONDITIONSCALE: 1" = 1'-0"

4TYPICAL SLAB EDGE AT EXISTING BUILDING FOUNDATIONSCALE: 1" = 1'-0"

X X X X X X X X X X X X X4"

1"

1/4"

XXXXX

3/4"

4"4"

6"

EXISTINGGRANITE SLAB

BACKER ROD AND ONEPART NON-SELFLEVELING SEALANT

TYPICAL SLAB EDGEREINFORCING

EXISTING BUILDING FOUNDATION34" POLYPROPOLENE COMPRESSIBLEJOINT MATERIAL BETWEEN NEW SLABAND EXISTING BUILDING

TOOLED EDGE

TYPICAL WWF

WWF CONTINUESTHROUGH JOINT

FILL CONTROL JOINTS W/SINGLE PART SELF LEVELINGPOLYPURETHANE

XX

XX

XX

FILTER FABRICREPLACED MATERIAL

FILTER FABRIC EQUALTO US FABRICS # US180NW, NONWOOVEN 7.0 OZ/SY

4"

COPYRIGHT 2014©ALL D RAWN AND WR ITTEN INFORMAT ION APPEARINGH E R E I N I S 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 FG O R M A N R IC H A R D S O N L E W IS A RC H I TE C TS , IN C .A N D A S S U C H S H A L L N O T B E D U P L I C A T E D I NA N Y F O R M O R D I S C L O S E D O R O T H E R W I S E U S E DW I T H O U T T H E E X P R E S S W R I T T E N C O N S E N T O FG O RM A N R ICH A RD S ON L EW IS AR C HIT EC TS , IN C .

T H E I N F O R M A T I O N P R O V I D E D H E R E I N V I AE L E C T R O N I C M E D I A I S N O T G U A R A N T E E D O RW A R R A N T E D A G A I N S T D E F E C T S , I N C L U D I N GB U T N O T L I M I T E D T O , E R R O R S O R O M I S S I O N S ,D E S I G N D I M E N S I O N S , D E S I G N C A L C U L A T I O N S ,D A T A T RA N S L A T IO N , O R D A T A T R A N SM I SS IO N .

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X X X X X4"8"

6"

COMPACTED WELLDRAINING GRAVEL ASSPECIFIED

1:1 SLOPE MAXUNDISTURBED EARTH

EXISTING SLAB

REINFORCING ASSPECIFIEDADJUST LOCATION OFBOTTOM BAR TOINCLINE TO MAINTAIN2" MIN CONCRETECOVERAGE

CONCRETE SLAB AS SPECIFIED

TOOLED EDGE

7 EXPANSION JOINT DETAILSCALE: 1" = 1'-0"

5NEW SLAB TO EXISTING SLAB DETAILSCALE: 1" = 1'-0"

6 DETAIL AT ENTRY DOORSSCALE: 1" = 1'-0"

8 NEW SLAB BITUMINOUS DETAILSCALE: 1" = 1'-0"

XXXXX3/4"

4"

XX

4"

3/4"

34" POLYPROPOLYNECOMPRESSIVE JOINTFILLER BETWEENEXISTING SLAB ANDNEW SLAB

SELF LEVELING ONEPART POLYURETHANEBACKER ROD

3/4"

XX

9" 9"

3/4"

XXXXX3/4"

XX

3/4"

X X X X X4"

XX

3" 3"

9"9"

6"6"

8"

4"

3/4"

2"2"

X X X X X4"8"

6"

XX

4"

9"

DOOR SADDLE/THRESHOLD ATENTRY DOOR

EPOXY SMOOTHDOWEL INTOEXISTINGCONCRETE

EXISTINGCONCRETE

BACKER ROD AND ONE PARTSELF- LEVELING SEALANT

NEW SLAB REINFORCING ASSPECIFIED

POLYPROPOLYNESLEEVE OVER DOWEL

STAINLESS STEEL SLIPDOWEL AT 16" O.C.

POLYPROPOLYNECOMPRESSIBLE JOINT FILLER

BACKER ROD AND ONE PARTSELF LEVELING SEALANTPOLYPROPOLYNECOMPRESSIBLE JOINT FILLERPOLYPROPOLYNE SLEEVEOVER DOWEL

REINFORCING ASSPECIFIED

SMOOTH STAINLESSSTEEL ROD #4 AT16" O.C.

NEW CONCRETESLAB AS SPECIFIED

TOOLED EDGE

CONCRETE TO BITUMINOUSSEALANT AS SPECIFIEDNEW BITUMINOUS WITHCHIP SEAL SURFACE

EXISTING BITUMINOUS

BITUMINOUS TOBITUMINOUS SEALANTAS SPECIFIED

REINFORCING AS SPECIFIED

COMPACTED WELLDRAINED GRAVELAS SPECIFIED

1'-0"

COPYRIGHT 2014©ALL D RAWN AND WR ITTEN INFORMAT ION APPEARINGH E R E I N I S 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 FG O R M A N R IC H A R D S O N L E W IS A RC H I TE C TS , IN C .A N D A S S U C H S H A L L N O T B E D U P L I C A T E D I NA N Y F O R M O R D I S C L O S E D O R O T H E R W I S E U S E DW I T H O U T T H E E X P R E S S W R I T T E N C O N S E N T O FG O RM A N R ICH A RD S ON L EW IS AR C HIT EC TS , IN C .

T H E I N F O R M A T I O N P R O V I D E D H E R E I N V I AE L E C T R O N I C M E D I A I S N O T G U A R A N T E E D O RW A R R A N T E D A G A I N S T D E F E C T S , I N C L U D I N GB U T N O T L I M I T E D T O , E R R O R S O R O M I S S I O N S ,D E S I G N D I M E N S I O N S , D E S I G N C A L C U L A T I O N S ,D A T A T RA N S L A T IO N , O R D A T A T R A N SM I SS IO N .

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15'-2

"10

'-8"

8'-0

"10

'-2"

44'-0

"

1'-6" 31'-10"

4'-0"

1 PROPOSED - LOWER ENTRY SLAB RENO - PLANSCALE: 1/8" = 1'-0"

3'-1

"

2'-0"

1'-3"

6'-0

"

REMOVE/REPLACEEXISTING BITUMINIOUS

EXISTING CONCRETESLAB TO REMAIN

GRANITE SLAB:REMOVE/REPLACE ASNEEDED TO FORM NEWSLAB AGAINST GRANITE

REMOVE/REPLACE DOORTHRESHOLD AS NEEDED

NEW CONCRETE SLABW/ LIGHT BROOMFINISH PERPENDICULARTO PRIMARY PATH OFTRAVEL

SAW CUT CONTROLJOINTS

NEW BARK MULCH BYECOTARIUM

EXTERIOR DISPLAY -SEATING AREA

PLANTING AREA

8'-0"14'-3"11'-7"

4

3

2

5

67

8

EXPANSIONJOINT

EXISTING PLANTERREMOVE/REPLACE

1

NOTE: ALL DIMENSIONS SHOWN ARE APPROX.FIELD MEASURE FOR EXACT MEASUREMENTS.

COPYRIGHT 2014©ALL D RAWN AND WR ITTEN INFORMAT ION APPEARINGH E R E I N I S 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 FG O R M A N R IC H A R D S O N L E W IS A RC H I TE C TS , IN C .A N D A S S U C H S H A L L N O T B E D U P L I C A T E D I NA N Y F O R M O R D I S C L O S E D O R O T H E R W I S E U S E DW I T H O U T T H E E X P R E S S W R I T T E N C O N S E N T O FG O RM A N R ICH A RD S ON L EW IS AR C HIT EC TS , IN C .

T H E I N F O R M A T I O N P R O V I D E D H E R E I N V I AE L E C T R O N I C M E D I A I S N O T G U A R A N T E E D O RW A R R A N T E D A G A I N S T D E F E C T S , I N C L U D I N GB U T N O T L I M I T E D T O , E R R O R S O R O M I S S I O N S ,D E S I G N D I M E N S I O N S , D E S I G N C A L C U L A T I O N S ,D A T A T RA N S L A T IO N , O R D A T A T R A N SM I SS IO N .

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15'-2

"

10'-8

"

8'-0

"

10'-2

"

64'-0

"

13'-0

"16

'-0"

15'-0

" 3'-6"

4'-0"14'-3"

1 EXISTING - LOWER ENTRY SLAB RENO - PLANSCALE: 1/8" = 1'-0"

3'-1

"

1'-6"

2'-0"

1'-3"

2'-0

"

16'-0"

20'-0

"

EXTERIOR DISPLAY -SEATING AREA

PLANTING AREA

NOTE: ALL DIMENSIONS SHOWN ARE APPROX.FIELD MEASURE FOR EXACT MEASUREMENTS.

COPYRIGHT 2014©ALL D RAWN AND WR ITTEN INFORMAT ION APPEARINGH E R E I N I S 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 FG O R M A N R IC H A R D S O N L E W IS A RC H I TE C TS , IN C .A N D A S S U C H S H A L L N O T B E D U P L I C A T E D I NA N Y F O R M O R D I S C L O S E D O R O T H E R W I S E U S E DW I T H O U T T H E E X P R E S S W R I T T E N C O N S E N T O FG O RM A N R ICH A RD S ON L EW IS AR C HIT EC TS , IN C .

T H E I N F O R M A T I O N P R O V I D E D H E R E I N V I AE L E C T R O N I C M E D I A I S N O T G U A R A N T E E D O RW A R R A N T E D A G A I N S T D E F E C T S , I N C L U D I N GB U T N O T L I M I T E D T O , E R R O R S O R O M I S S I O N S ,D E S I G N D I M E N S I O N S , D E S I G N C A L C U L A T I O N S ,D A T A T RA N S L A T IO N , O R D A T A T R A N SM I SS IO N .

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(2) 4" SCHED. 40 PVC CONDUIT

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 SECTION4.1.9 IN E8 750.

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 THESIDE 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.

BASE SPACER

INTERMEDIATE SPACER

PRIMARY ELECTRICAL DUCT

SPARE DUCT

CONCRETE

SAND

FINISH GRADE

WARNING TAPE (2)

1'-4"

9'-0

"

5'-0

"4'

-0"

CL

CL

10' CLEAR SPACE FROM FRONT OF PAD

6" CONCRETE FILLED STEEL POST(TYP)

CONC.FILLED 6" RIGIDSCHED/ 80 GALV. STL.PIPE PAINTED YELLOW

PLACE CONC. IN PIPEW/ DOMED FINISHPROFILE AS SHOWN

GRADE

16" DIA. CONC. FOOTING

X TYPICAL PRIMARY RISER POLE ELEVATIONNOT TO SCALE

5'-0" MIN.

2'-4

"

2'-4"

6'-0

"

ALIGN CENTER LINE OF BOLLARDWITH EDGE OF PAD

TRANSFORMER

EDGE OF TRANSFORMER PAD

8"

4" 4"

8"

8" 8" 8"

3"2'-6

" M

IN.

2'-0" MIN.

1'-0

"

3"

5'-0" MIN

3 TYPICAL PREFABRICATED TRANSFORMER PADNOT TO SCALE

2 GROUND PLAN THREE PHASE PADMOUNTED TRANSFORMERNOT TO SCALE

X CONDUIT TRENCH TYPICAL SECTION3/8"=1'-0"

1 TYPICALBOLLARD DETAIL3/8"=1'0"

EDGE OF LOWER WALL

DOORSWING

3'-1"

5'-0" MIN

COPYRIGHT 2014©ALL DRAWN AND WRITTEN INFORMATION APPEARINGH E R E I N I S 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 FG O R M A N R I CH A RD SO N L EW I S AR CH I TE CT S , I N C .A N D A S S U C H S H A L L N O T B E D U P L I C A T E D I NA N Y F O R M O R D I S C L O S E D O R O T H E R W I S E U S E DW I T H O U T T H E E X P R E S S W R I T T E N C O N S E N T O FG ORM AN R ICHARDSO N L EWI S ARCH ITECTS , IN C .

T H E I N F O R M A T I O N P R O V I D E D H E R E I N V I AE L E C T R O N I C M E D I A I S N O T G U A R A N T E E D O RW A R R A N T E D A G A I N S T D E F E C T S , I N C L U D I N GB U T N O T L I M I T E D T O , E R R O R S O R O M I S S I O N S ,D E S I G N D I M E N S I O N S , D E S I G N C A L C U L A T I O N S ,D AT A TR AN S L AT IO N , O R D AT A TR AN SM IS S IO N .

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The Annex Connector Plans Scale: 1’ = 1/16”

Basement Ground Level Second Level Mezzanine Level Third Level

Concrete

Steel Wide Flange

2x4 Joist

Dropped Ceiling

Glass Panels

Plastered Wall

Concrete Slab

Steel Column

Steel Decking

Wall SectionScale: 3/4” = 1’