charles crook consulting, inc l-1 landscape plan, … · 2014-05-27 ·...

$: CHARLES CROOK CONSULTING, INC L-1 LANDSCAPE PLAN, … · 2014-05-27 · C:\Users\ping\Documents\Revit projects\13040-01 Forest Hill Starbucks\FHS.rvt 5/27/2014 4:30:49 PM G0-1 13040-01$
INDEX OF SHEETS

VICINITY MAPSTARBUCKSFOREST HILL, TEXAS 76119

N

WIC

HIT

A ST

INTERSTATE 20

HahnfeldHofferStanfordarchitects planners interiors

200 Bailey Ave., Suite 200Fort Worth, Texas 76107817.921.5928817.302.0692 fax

CONSULTANTS

ISSUED FOR:

DATE:

PROJECT #:

DRAFTER:

CHECKED:

MANAGER:

SHEET

Copyright © 2011 Hahnfeld Hoffer Stanford

OF SHEETS

CHARLES CROOK CONSULTING, INCCIVIL ENGINEER

2400 HWY 287 N. #110MANSFIELD, TEXAS 76063

TEL 817.453.1200FAX 817.453.1210

DON C. WHEELER LANDSCAPE ARCHITECTLANDSCAPE ARCHITECT3116 WEST 5TH STREET

FORT WORTH, TEXAS 76107TEL 817.335.1405FAX 817.335.1415

METRO STRUCTURAL CONSULTANTSSTRUCTURAL ENGINEER

305 NE LOOP 820, SUITE 507HURST, TEXAS 776053

TEL 817.284.8833FAX 817.284.5075

BAIRD, HAMPTON & BROWNMECH/PLUMB/ELEC ENGINEER6300 RIDGLEA PLACE, SUITE 700


REVISIONS DENOTED BY #

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CONSTRUCTION DOCUMENTS

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COVER SHEET, VICINITY MAPAND SHEET INDEX

1 CVR

GENERALCVR COVER SHEET, VICINITY MAP AND SHEET INDEXG0-1 2012 TEXAS ACCESSIBILITY STANDARDS (PARTIAL)G0-2 2012 TEXAS ACCESSIBILITY STANDARDS (PARTIAL)G0-3 2012 TEXAS ACCESSIBILITY STANDARDS (PARTIAL)G0-4 2012 TEXAS ACCESSIBILITY STANDARDS (PARTIAL)CIVILC-1 PAVING AND DRAINAGE NOTESC-2 DEMOLITION PLANC-3 PAVING PLANC-4 GRADING PLANC-5 PAVING DETAILSC-6 PAVING DETAILSC-7 PRIVATE WATER AND SANITARY SEWER NOTESC-8 WATER LAYOUTC-9 SANITARY SEWER PLAN AND PROFILELANDSCAPEL-1 LANDSCAPE PLAN, NOTES AND DETAILSL-2 IRRIGATION PLAN, NOTES AND DETAILSARCHITECTURALA0-1 ARCHITECTURAL SITE PLAN AND CODE INFORMATIONA0-2 SITE DETAILSA1-1 FLOOR PLANA3-1 DOOR AND WINDOW SCHEDULES AND ELEVATIONSA4-1 EXTERIOR ELEVATIONSA5-1 BUILDING AND WALL SECTIONSA5-2 DETAILSA8-1 ROOF PLAN AND DETAILSSTRUCTURALS0-1 GENERAL NOTES & PIER DETAILSS1-1 FOUNDATION PLAN & SECTIONSS2-2 ROOF FRAMING PLAN & SECTIONSMECHANICALM1-1 FLOOR PLAN - MECHANICALELECTRICALES1-1 ELECTRICAL SITE PLANES1-2 ELECTRICAL UTILITY SITE PLANE1-1 ELECTRICAL FLOOR PLANE1-2 ELECTRICAL SCHEDULES AND IECC DOCUMENTSPLUMBINGP1-1 FLOOR PLAN - PLUMBING

THE WESTOVER GROUPFOREST HILL, TEXAS



CONSULTANTS

ISSUED FOR:

DATE:

PROJECT #:

DRAFTER:

CHECKED:

MANAGER:

SHEET


OF SHEETS



TEL 817.453.1200FAX 817.453.1210





TEL 817.284.8833FAX 817.284.5075




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2012 TEXAS ACCESSIBILITYSTANDARDS (PARTIAL)

5 G



CONSULTANTS

ISSUED FOR:

DATE:

PROJECT #:

DRAFTER:

CHECKED:

MANAGER:

SHEET


OF SHEETS



TEL 817.453.1200FAX 817.453.1210





TEL 817.284.8833FAX 817.284.5075




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CONSULTANTS

ISSUED FOR:

DATE:

PROJECT #:

DRAFTER:

CHECKED:

MANAGER:

SHEET


OF SHEETS



TEL 817.453.1200FAX 817.453.1210





TEL 817.284.8833FAX 817.284.5075




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CONSULTANTS

ISSUED FOR:

DATE:

PROJECT #:

DRAFTER:

CHECKED:

MANAGER:

SHEET


OF SHEETS



TEL 817.453.1200FAX 817.453.1210





TEL 817.284.8833FAX 817.284.5075




05.27.2014

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REVISIONS

OF

SHEET

SHEETS

ISSUED FOR:

DATE:

PROJECT #: MANAGER:

CHECKED:

DRAFTER:

CONSULTANTS

NOTES

architects planners interiors

CHARLES CROOK CONSULTING, INC.CIVIL ENGINEER

STRUCTURAL ENGINEER

6300 RIDGLEA PLACE, SUITE 700FORT WORTH, TEXAS 76116

BAIRD, HAMPTON & BROWNMECHANICAL/PLUMBING/ELECTRICAL ENGINEER

305 NE LOOP 820, SUITE 507

TEL 817-338-1277FAX 817-338-9245

TEL 817-284-8833FAX 817-284-5075

HURST, TEXAS 76053

METRO STRUCTURAL CONSULTANTS

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FORT WORTH, TEXAS 76107

DON C.WHEELER LANDSCAPE ARCHITECT

3116 WEST 5TH STREETLANDSCAPE ARCHITECT

FAX 817-335-1415TEL 817-335-1405

PAVING ANDDRAINAGE NOTES

C-19 CIVIL

MANSFIELD, TEXAS 760632400 HIGHWAY 287, SUITE 110

FAX 817-453-1210TEL 817-453-1200

PRELIMINARY PLANS

FOR PROJECT REVIEW.

NOT FOR CONSTRUCTION,

BIDDING OR PERMIT

PURPOSES.

Prepared by

Charles C. Crook, PE

Texas Registration

No. 81913

Firm Registration No.

F - 10812

On the following date:

05/27/14

REVISIONS

OF

SHEET

SHEETS

ISSUED FOR:

DATE:

PROJECT #: MANAGER:

CHECKED:

DRAFTER:

CONSULTANTS

NOTES


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MANSFIELD, TEXAS 76063

CHARLES CROOK CONSULTING, INC.

2400 HIGHWAY 287, SUITE 110CIVIL ENGINEER

STRUCTURAL ENGINEER




TEL 817-338-1277FAX 817-338-9245

TEL 817-284-8833FAX 817-284-5075

HURST, TEXAS 76053


FAX 817-453-1210TEL 817-453-1200




FAX 817-335-1415TEL 817-335-1405

DEMOLITION PLAN

C-29 CIVIL

PRELIMINARY PLANS

FOR PROJECT REVIEW.


BIDDING OR PERMIT

PURPOSES.

Prepared by


Texas Registration

No. 81913


F - 10812


05/27/14

REVISIONS

OF

SHEET

SHEETS

ISSUED FOR:

DATE:

PROJECT #: MANAGER:

CHECKED:

DRAFTER:

CONSULTANTS

NOTES


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STRUCTURAL ENGINEER




TEL 817-338-1277FAX 817-338-9245

TEL 817-284-8833FAX 817-284-5075

HURST, TEXAS 76053


FAX 817-453-1210TEL 817-453-1200




FAX 817-335-1415TEL 817-335-1405

PAVING AND DIMENSIONAL CONTROL PLAN

C-39 CIVIL

PRELIMINARY PLANS

FOR PROJECT REVIEW.


BIDDING OR PERMIT

PURPOSES.

Prepared by


Texas Registration

No. 81913


F - 10812


05/27/14

REVISIONS

OF

SHEET

SHEETS

ISSUED FOR:

DATE:

PROJECT #: MANAGER:

CHECKED:

DRAFTER:

CONSULTANTS

NOTES


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STRUCTURAL ENGINEER




TEL 817-338-1277FAX 817-338-9245

TEL 817-284-8833FAX 817-284-5075

HURST, TEXAS 76053


FAX 817-453-1210TEL 817-453-1200




FAX 817-335-1415TEL 817-335-1405

GRADING PLAN

C-49 CIVIL

PRELIMINARY PLANS

FOR PROJECT REVIEW.


BIDDING OR PERMIT

PURPOSES.

Prepared by


Texas Registration

No. 81913


F - 10812


05/27/14

REVISIONS

OF

SHEET

SHEETS

ISSUED FOR:

DATE:

PROJECT #: MANAGER:

CHECKED:

DRAFTER:

CONSULTANTS

NOTES



STRUCTURAL ENGINEER




TEL 817-338-1277FAX 817-338-9245

TEL 817-284-8833FAX 817-284-5075

HURST, TEXAS 76053


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FAX 817-335-1415TEL 817-335-1405

PAVING DETAILS(SHEET 1 OF 2)

C-59 CIVIL

SAWED CONTRACTION JOINT

LONGITUDINAL CONSTRUCTION JOINT

PAVEMENT HEADER

TRANSVERSE EXPANSION JOINT

INTEGRAL CONCRETE CURB AND GUTTER

NOTES:

NOTES:

NOTES:

NOTES:

NOTES:

TYPICAL PAVEMENT SECTION

NOTES:

BUTT JOINT

NOTES:

ALL DETAILS SHOWN ON THIS PAGE ARE FOR PRIVATE ON-SITE PAVING.

ALL PUBLIC PAVEMENT SHALL CONFORM TO CITY STANDARD DETAILS.

JOINT SEALANT DETAIL No. 1

NOTES:

JOINT SEALANT DETAIL No. 2

NOTES:


FAX 817-453-1210TEL 817-453-1200

PRELIMINARY PLANS

FOR PROJECT REVIEW.


BIDDING OR PERMIT

PURPOSES.

Prepared by


Texas Registration

No. 81913


F - 10812


05/27/14

REVISIONS

OF

SHEET

SHEETS

ISSUED FOR:

DATE:

PROJECT #: MANAGER:

CHECKED:

DRAFTER:

CONSULTANTS

NOTES



STRUCTURAL ENGINEER




TEL 817-338-1277FAX 817-338-9245

TEL 817-284-8833FAX 817-284-5075

HURST, TEXAS 76053


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FAX 817-335-1415TEL 817-335-1405

PAVING DETAILS(SHEET 2 OF 2)

C-69 CIVIL

NOTES:

EPOXY TIE BAR

MANHOLE BOXOUT

NOTES:

TYPICAL SIDEWALK DETAIL

ELEVATION VIEW

PLAN VIEW

SECTION VIEW

NOTES:

TYPICAL HANDICAPPED PARKING SIGN

NOTES:

SIDEWALK FLUME DETAIL

NOTES:


FAX 817-453-1210TEL 817-453-1200

PRELIMINARY PLANS

FOR PROJECT REVIEW.


BIDDING OR PERMIT

PURPOSES.

Prepared by


Texas Registration

No. 81913


F - 10812


05/27/14

REVISIONS

OF

SHEET

SHEETS

ISSUED FOR:

DATE:

PROJECT #: MANAGER:

CHECKED:

DRAFTER:

CONSULTANTS

NOTES



STRUCTURAL ENGINEER




TEL 817-338-1277FAX 817-338-9245

TEL 817-284-8833FAX 817-284-5075

HURST, TEXAS 76053


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FAX 817-335-1415TEL 817-335-1405

PRIVATE WATER ANDSANITARY SEWER NOTES

C-79 CIVIL


FAX 817-453-1210TEL 817-453-1200

PRELIMINARY PLANS

FOR PROJECT REVIEW.


BIDDING OR PERMIT

PURPOSES.

Prepared by


Texas Registration

No. 81913


F - 10812


05/27/14

REVISIONS

OF

SHEET

SHEETS

ISSUED FOR:

DATE:

PROJECT #: MANAGER:

CHECKED:

DRAFTER:

CONSULTANTS

NOTES


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STRUCTURAL ENGINEER




TEL 817-338-1277FAX 817-338-9245

TEL 817-284-8833FAX 817-284-5075

HURST, TEXAS 76053





FAX 817-335-1415TEL 817-335-1405

WATER LAYOUT

C-89 CIVIL


FAX 817-453-1210TEL 817-453-1200

PRELIMINARY PLANS

FOR PROJECT REVIEW.


BIDDING OR PERMIT

PURPOSES.

Prepared by


Texas Registration

No. 81913


F - 10812


05/27/14

REVISIONS

OF

SHEET

SHEETS

ISSUED FOR:

DATE:

PROJECT #: MANAGER:

CHECKED:

DRAFTER:

CONSULTANTS

NOTES


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STRUCTURAL ENGINEER




TEL 817-338-1277FAX 817-338-9245

TEL 817-284-8833FAX 817-284-5075

HURST, TEXAS 76053





FAX 817-335-1415TEL 817-335-1405

SANITARY SEWERPLAN & PROFILE

C-99 CIVIL


FAX 817-453-1210TEL 817-453-1200

PRELIMINARY PLANS

FOR PROJECT REVIEW.


BIDDING OR PERMIT

PURPOSES.

Prepared by


Texas Registration

No. 81913


F - 10812


05/27/14

LANDSCAPE CALCULATIONS

LANDSCAPE PLANTING PLAN1

EXISTING TREE PROTECTION:

REVISIONS

OF

SHEET

SHEETS

ISSUED FOR:

DATE:

PROJECT #: MANAGER:

CHECKED:

DRAFTER:

CONSULTANTS




2400 U.S. HWY. 287, #110CIVIL ENGINEER

STRUCTURAL ENGINEER




TEL 817-338-1277FAX 817-338-9245

TEL 817-284-8833FAX 817-284-5075

HURST, TEXAS 76053


FAX 817-453-1210TEL 817-453-1200




FAX 817-335-1415TEL 817-335-1405

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LANDSCAPE PLAN,NOTES, DETAILS

L-12-L

LANDSCAPE NOTES:

PLANTING SPECIFICATIONS:

2 SHRUB/GROUNDCOVER DETAIL

STEEL EDGING DETAIL3

PLANT MATERIAL SCHEDULE

05-27-14

TREE PLANTING/STAKING DETAIL4

SAFTY STAKE SIGING CHART

CE

CE

CE

SRO(3) DTS

(4) PPL

(3) GSN

(5) DTS

(5) PPL

(6) DA

YH

CE

(7) LLM

(7) PPL

(3) LLM

(2) GSN

(7) DA

(6) DYH

(8) DTS

(5) DTS

(3) PPL BG

(620) AJ

(520) AJ

(900) AJ

(120) AJ

PATIO

(3) GSN

(4) DYH

(120) AJ(110) AJ(70) AJ

(90) AJREMOVE EXIST.INDIAN HAWTHORNIN ISLAND.

IN ISLAND.INDIAN HAWTHORNREMOVE EXIST.

REMOVE EXISTING INDIAN HAWTHORN ANDNANDINAS FROM UNDER LIVE OAK, BY HAND.AMEND AND PREPARE SOIL FOR PLANTINGWITH HAND TOOLS. AVOID THE USE OFROROTILLERS OR MACHINERY THAT CANDAMAGE OR COMPACT THE ROOT SYSTEM.

EXISTING GRASS

(10) CFG

(5) CFG(7) CFG

(8) CFG

(7) CFG

(7) CFG

(7) CFG

EXISTING GRASS

BIKE RACK

LANDSCAPE IRRIGATION PLAN1 REVISIONS

OF

SHEET

SHEETS

ISSUED FOR:

DATE:

PROJECT #: MANAGER:

CHECKED:

DRAFTER:

CONSULTANTS


STRUCTURAL ENGINEER




TEL 817-338-1277FAX 817-338-9245

TEL 817-284-8833FAX 817-284-5075

HURST, TEXAS 76053





FAX 817-335-1415TEL 817-335-1405

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IRRIGATION PLAN,NOTES, DETAILS

L-22-L

05-27-14

ENLARGED METER PLAN2

CALCULATIONS:DESIGN

NOZZLE & HEAD SCHEDULE

INFORMATIONGENERAL DRIP

GENERAL IRRIGATION LEGEND LANDSCAPE IRRIGATION NOTES:

610 LOW VOLUME CONTROL SYSTEM ELECTRIC VALVE DETAIL

SLEEVE DETAIL5

7BALL VALVE & WYE STRAINER & D.C.V.A.

8

9 LINE FLUSHING VALVE

MP ROTATOR HEAD DETAIL3

BALL VALVE DETAIL4

PRIOR TO THE START OFCONSTRUCTION, THECONTRACTOR SHALLOPERATE THE IRRIGATIONSYSTEM ON THE PROPERTYTO THE WEST. DETERMINEWHICH VALVES OPERATETHE ZONES WITHIN THENEW STARBUCKS LOT.CAP THE EXISTING MAINAS REQUIRED. VERIFY THATTHE EXISTING SYSYEM ISOPERATING CORRECTLY.

MANSFIELD, TEXAS 760632400 U.S. HWY. 287, #110


FAX 817-453-1210TEL 817-453-1200

CIVIL ENGINEER

AFF ABOVE FINISH FLOORACOUS ACOUSTICALALUM ALUMINUM

BEYONDBLDG BUILDINGBSMT BASEMENTBO BY OWNERCJ CONTROL JOINTCO CASED OPENINGCL CENTER LINECLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONT CONTINUOUSDET DETAILDIA DIAMETERDIM DIMENSIONDR DOORDS DOWNSPOUTDWG DRAWINGEA EACHEJ EXPANSION JOINTELEV ELEVATIONEQ EQUALEWC ELECTRIC WATER COOLERETR EXISTING TO REMAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER WITH CABINETFF FINISH FLOORFIN FINISH(ED)FLR FLOORGA GAUGEHC HANDICAPHT HEIGHTID INSIDE DIAMETERKO KNOCK OUTLAM LAMINATEDLF LINEAR FEETMAX MAXIMUMMB MARKER BOARDMFG MANUFACTURERMIN MINIMUMMO MASONRY OPENINGMTD MOUNTEDMTL METALNIC NOT IN CONTRACTNTS NOT TO SCALENOM NOMINALOC ON CENTEROH OPPOSITE HANDPLAM PLASTIC LAMINATEPL PROPERTY LINEQTY QUANTITYRD ROOF DRAINRM ROOMRTU ROOF TOP UNITSIM SIMILARSP SPACE(S)TB TACKBOARDTBD TO BE DETERMINEDTOM TOP OF MASONRYTOS TOP OF STEELTOW TOP OF WALLUC UNDER COUNTERUL UNDERWRITERS LABORATORIESUNO UNLESS NOTED OTHERWISEVCT VINYL COMPOSITION TILEVWC VINYL WALL COVERINGWP WORKPOINTWSCT WAINSCOTW/ WITHW/O WITHOUT

ABBREVIATION

SIDEWALK; CONCRETE BROOM FINISH

LANDSCAPE

LEGEND

EXISTING LANDSCAPE TO REMAIN

2' - 6" 1' -

10"

1' -

0"

50' - 0"

20' - 0"

3' - 0

"

5' - 1"4' - 6"

48' -

6"

28' -

4"

R 22' - 0"

CENTERLINE OF DRIVETHRU WINDOW

MENU BOARD ANDSPEAKER POST BY

TENANT; G.C. TO INSTALLFOOTING (5 & 7/A0-2) AND

UNDERGROUNDELECTRICAL CONDUIT

w/PULLSTRING PERTENANT'S

SPECIFICATIONS; REF:ELECTRICAL

DIRECTIONAL SIGN BY TENANT;G.C. TO INSTALL FOOTING (7/A0-2)AND UNDERGROUND ELECTRICALCONDUIT w/PULLSTRING PERTENANT'S SPECIFICATIONS; REF:ELECTRICAL

DIRECTIONAL SIGN BY TENANT; G.C.TO INSTALL FOOTING (7/A0-2) AND

UNDERGROUND ELECTRICAL CONDUITw/PULLSTRING PER TENANT'S

SPECIFICATIONS; REF: ELECTRICAL

THANK YOU / DO NOT ENTER SIGN;G.C. TO INSTALL FOOTING (7/A0-2)AND UNDERGROUND ELECTRICALCONDUIT w/PULLSTRING PERTENANT'S SPECIFICATIONS; REF:ELECTRICAL

PIPE BOLLARD(RE: 8/A0-2)

SCREEN WALL; REF. 12/A0-2

GREASE TRAP; REF. MEP

DUMSPTERS ENCLOSURE, FORSTARBUCKS' EXCLUSIVE USE

PRE-MANUFACTURED ROOFACCESS LADDER TO

CONFORM TO LOCAL CODESAND OSHA STANDARDS

1'-0" WIDE CURB ATDRIVE-THRU WINDOW

CANOPY ABOVE

PROPERTY LINE

EXISTINGSTREET

LIGHT

EXISTINGSTREET LIGHT

EXISTINGCONCRETE

MEDIAN

PYLON SIGN; G.C. TO INSTALL FOOTING/ANCHOR BOLTS(13/A0-2) AND UNDERGROUND ELECTRICAL CONDUITw/PULLSTRING PER TENANT'S SPECIFICATIONS; REF:ELECTRICAL. FINAL LOCATION OF SIGNAGE TO BEVERIFIED AND APPROVED BY STARBUCKS. SIGNAGE TOCOMPLY WITH ALL CITY ORDINANCES AND ACCEPTEDBUILDING CODES.

PRE MENU BOARD BY TENANT;G.C. TO INSTALL FOOTING (5/A0-2)AND UNDERGROUND ELECTRICALCONDUIT w/PULLSTRING PERTENANT'S SPECIFICATIONS; REF:ELECTRICAL

PIPE BOLLARD(8/A0-2)

HEIGHT BAR BY TENANT; G.C. TOINSTALL FOOTING (6/A0-2)

PIPE BOLLARD

ELEC. PANELS

PATIOSEATINGAREA

RAILING; REF.10 & 11/A0-2

HANDICAP SIGNAGE;REF. CIVIL

15' WIDE DRAINAGE AND UTILITY EASEMENT

TO WICHITA ST.

BIKE RACK AS SPEC'D

EXISTING FLAGPOLES

SE LOOP 820 FRONTAGE ROADTO WICHITA ST.

CANOPY ABOVE

CANOPY ABOVE

5' -

6"68

' - 8

"

4' - 0" 28' - 8"

32' - 8"

42' -

8"

12' -

0"

14' -

0"

20' -

0"

5' - 6" 4' - 0" 14' - 0"

CONCRETE TOPPINGSLAB OVER STRUCTURAL

FOUNDATION

CONCRETE TOPPING SLABOVER STRUCTURAL

FOUNDATION

4

11

5

4

TYP

5' - 6"

EXISTING OAKTREE TO REMAIN

R 20' - 0"

PROPERTY LINE

10'-0" MIN

.

CONCRETE SPLASH BLOCK

15' WIDE DRAINAGE AND UTILITY EASEMENT

1' - 0

"4' - 6"

A0-21

5' -

6"

5' -

6"

1' - 0"

STRIPING; REF.CIVIL

CODE INFORMATION

FOREST HILL STARBUCKSFOREST HILL, TEXAS

OCCUPANCY CLASSIFICATION:GROUP A-2:RESTAURANT

CONSTRUCTION TYPE/ALLOWABLE AREAS:(TABLE/SECTIONS 503)TYPE V-B w/NO SPRINKLER

2009 IBC WITH LOCAL AMENDMENTS2009 IFC WITH LOCAL AMENDMENTS2009 IMC WITH LOCAL AMENDMENTS2009 IPC WITH LOCAL AMENDMENTS2009 IECC WITH LOCAL AMENDMENTS2008 NEC WITH LOCAL AMENDMENTS2012 TEXAS ACCESSIBILITY STANDARDS (TAS)

CURRENT CODES:

ALLOWABLE AREA: 6000 S.F.ALLOWABLE HEIGHT: 40'

FIRE RESISTIVE RATING REQUIREMENTS:(TABLE 601)TYPE VB = 0HR

ACTUAL GROSS AREA: 2016 S.F.

FIRE RESISTIVE RATING REQUIREMENTS -EXT. WALL(TABLE 602)TYPE VB = 0HR

SPACES WITH ONE MEANS OF EGRESS (TABLE 1015.1)A-2 49 MAX. OCCUPANT LOAD

MAXIMUM TRAVEL DISTANCE (TABLE 1015.1)A-2 200' WITHOUT SPRINKLERS

OCCUPANCY LOAD (TABLE 1004.1.1)ASSEMBLY w/OUT FIXED SEATS

UNCONCENTRATED (TABLE & CHAIR) 15 NETCOMMERCIAL KITCHEN 200 GROSS

REQUIRED EGRESS (1005.1)WIDTH (OCCUPANCY x0.2" PER PERSON)

PROPERTY ZONED AS: "LR" (LOCAL RETAIL)ZONING:

MIN. FRONT YARD: 0MIN. SIDE YARD: 0MIN. REAR YARD: 0PARKING REQUIRED: MIN. 1/125 S.F. (2)

ABBREVIATION HahnfeldHofferStanfordarchitects planners interiors


CONSULTANTS

ISSUED FOR:

DATE:

PROJECT #:

DRAFTER:

CHECKED:

MANAGER:

SHEET


OF SHEETS



TEL 817.453.1200FAX 817.453.1210





TEL 817.284.8833FAX 817.284.5075




05.27.2014

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ARCHITECTURAL SITE PLANAND CODE INFORMATION

2 A0

N

1" = 10'-0"1 ARCHITECTURAL SITE PLAN

KEY PLAN

NOTES

8"

4' -

6"4'

- 6"

4' -

6"

20' -

8"

RECYCLING

DUMPSTER

12' - 0"

2

A0-2

A0-23

4" DIA. GALVANIZED PIPEBOLLARD; FILL w/CONCRETE

w/ROUNDED TOP; ANCHOR TOCONCRETE PAD w/ 10"x10"x1/2"STEEL PLATE w(4) 5/8" DIA. x 6"

ANCHOR BOLTS

9

A0-2

8" 19' - 4" 8"

20' - 8"

4' -

0"7'

- 0"

6' -

4"

NOTE: ENTIRE GATE SHALL BE HOT-DIPGALVANIZED AFTER FABRICATION

1/2" DIA. x 1'-6" LONG CANEBOLT AND KEEPER BRACKET

18" DIA. DRILLEDCONCRETE PIER

PIPE BOLLARDSEE 9/A0-2

6"x6"x3/8" STEEL TUBE GATEPOST w/WELDED 1/4" CAP

1"x6" COMPOSITE FENCE BOARD(BEARBOARD); COLOR TBD

CENTERLINE OF RUBBERBUMPER TO ALIGN WITHCENTERLINE OF HORIZONTAL2"x2" STEEL TUBE

HINGE; SEE 3/A0-2

2"x2"x5/16" STEEL TUBEFRAME, PAINTED

GATE KEEPER AND LOCKABLEHASP; SEE 4/A0-2

1' - 3"

7"

2"

RUBBER BUMPER

PIPE BOLLARDREF. 9/A0-2

6"x6"x3/8" STEEL TUBE GATE POST w/WELDED 1/4" CAP

8" CMU

#5 REBAR IN GROUTED MASONRY CELL

BARRELL HINGE AS REQUIREDFOR WEIGHT OF GATE; WELDTO STEEL TUBE & FRAME

2"x2"x5/16" STEEL TUBE FRAME,PAINTED

1"x6" COMPOSITE FENCE BOARD(BEARBOARD); COLOR TBD

3"2"

1/4"

1"GATE GATE

OUTSIDE

INSIDE

6"x2"x1/4" STEEL HASP

1/2" STEEL BOLTS WELDED TOEACH HASP

WASHER TYPE SPACER

2"x2"x5/16" STEEL TUBE FRAME

1/4"x3" STEEL PLATE KEEPER

3/4" DIA. LOCK SLOT

MENU BOARD/ PREMENU BOARD; N.I.C.

3/4" DIA. 24" LONGANCHOR BOLTS (F1554GRADE 36 - 4 EA.)

FINISH GRADE

#3 TIES TYP. @ 12" O.C.

#5 VERTICALS (6 EA.)

4' -

3"

2' - 0" MIN.

#3 TIES (3 EA.)

4"

1' - 1"

3/4" CONDUIT FOR120VAC (CENTER ONFOOTING)

SECTION PLAN

3" C

LR2"

CLEARANCE POSTBASE COVER PLATE;N.I.C.

7/8" DIA. 60" LONG A307ANCHOR BOLTSEMBED 48" MIN. (4 EA.)

FINISH GRADE

#3 TIES TYP. @ 10" O.C.

#5 VERTICALS (4 MIN.)

9'-6

" MIN

.

1' - 4" MIN.

5"

5"

SECTION PLAN

NOTES:1. FOOTING DEPTH MAY VARY AS PER SITE AND SOIL CONDITIONS.2. CONCRETE RESISTANCE 3600 PSI AFTER 28 DAYS.3. THE GROUND MUST NOT BE ALTERED AND MUST BE WELL DRAINED.4. EXPECTED GROUND BEARING CAPACITY AT 3000 PSF.

2"

DIRECTIONAL SIGN/SPEAKER POST; N.I.C.

3/4" DIA. 12" LONGANCHOR BOLTS EMBED6" MIN. (2 EA. @DIRECTIONAL SIGN; 4 EA.@ SPEAKER POST)

FINISH GRADE

#3 TIES TYP.

#4 VERTICALS (4 EA.)

2' -

0" M

IN.

1' - 6"

#3 TIES (3 EA.)

4 1/

2" @

SPE

AKER

PO

ST2"

@ D

IREC

TIO

NAL

SIG

N;

4 1/2" @ SPEAKER POST6" @ DIRECTIONAL SIGN;

1" CONDUIT FOR120VAC (CENTER ONFOOTING)

SECTION PLAN

2"3"

CLR

ROUNDED CONCRETE FILL AT TOP

6" DIA. GALVANIZED STEEL PIPE BOLLARDFILLED WITH CONCRETE; PAINT PER TENANT'SSPECIFICATION AT SIM.

1/2" PREMOLDED JOINT FILLERAND SEALANT

NEW CONCRETE PAVING

COMPACTED SUBGRADE

18" X 48" DEEP CONCRETE PIER

STEEL PLATE 8" X 8" X 1/4"

3" C

LR.

4' -

0"

1 LAYER 30# FELT

PREFINISHED SHEET METAL COPING

CONTINUOUS 2X WOOD BLOCKINGSTAGGER JOINTS; ANCHOR TO BOND BEAMWITH 3/8" ANCHOR BOLTS AT 32" O.C.

8" CMU BOND BEAM

8" SPLIT-FACED CMU

FINISH GRADE; SEE CIVIL

1/2" PREMOLDED JOINT FILLER WITHSEALANT

4"1/

2"

7 5/8"

REF

. CIV

IL

6' -

8"

3" M

IN.

5 1/

2"2'

- 7"

5 1/

2"

3' -

6"3'

- 0"

2"

6' - 0" MAX.

4" 2' - 5" 4" 2' - 5" 4"

2" X2" STEEL POST

CONCRETE PAVING; REF.CIVIL

12" DIA. PIER, SEE ELEV.FOR DEPTH

NOTE: ALL STL. TO BE HOT DIPGALVANIZED AND PAINTED IN FIELD;COLOR TBD.

5 1/

2"

3/4" X3/4" STEEL TUBE FRAME

1 1/2" X1 1/2" STEEL RAIL

3/4" X3/4" STEEL TUBE FRAME

1 1/2" X1 1/2" STEEL RAIL

18 GA. GALVANIZED PERFORATEDMETAL PANEL, W/ 1/2" MIN. ROUNDHOLE IN STAGGERED PATTERN;40% MIN. OPEN AREA

3' -

8"

2"5

1/2"

2' -

7"

3" C

LR.

3' - 0" MAX.

1' -

9"10

"7"

10"

7"7"

10"

1X6 COMPOSITE FENCEBOARD (BEARBOARD);

COLOR T.B.D.

2 1/2" x 1 1/2"GALVANIZED TUBE

STEEL POST W/ CAP,TYP.

18" DIA. CONCRETE PIER

6' -

0"2'

- 6"

2 1/4" x 31" SQ. STLPLATE

1 3/4" DIA. A-36 STL "L"TYPE ANCHOR BOLT (8)W / 65" IMBEDMENT

FINISH GRADE

SECTION

2"

#8 REBAR T & B MAT,APPROX. 12" O.C.; 36 PCS. x8'-6" LENGTH (235' TOTAL)

9' SQ. x 7' DEEP BLOCK FTG.21 CU. YDS.3000 PSI CONCRETE @ 28 DAYS

PIPE POST, N.I.C.

NOTE: THIS DETAIL IS FOR PRICING ONLY. CONSTRUCTION DETAIL IS TO BEPROVIDED BY TENANT'S SIGNAGE CONTRACTOR.



CONSULTANTS

ISSUED FOR:

DATE:

PROJECT #:

DRAFTER:

CHECKED:

MANAGER:

SHEET


OF SHEETS



TEL 817.453.1200FAX 817.453.1210





TEL 817.284.8833FAX 817.284.5075




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SITE DETAILS

2 A0

1/4" = 1'-0"1 DUMPSTER ENCLOSURE PLAN

1/4" = 1'-0"2 DUMPSTER ENCLOSURE ELEVATION 3" = 1'-0"3 DUMPSTER ENCLOSURE DETAIL

3" = 1'-0"4 DUMPSTER ENCLOSURE DETAIL

3/4" = 1'-0"5MENU BD./ PRE MENU BD.FOOTING DETAIL

3/4" = 1'-0"6CLEARANCE BARFOOTING DETAIL

3/4" = 1'-0"7DIRECTIONAL SIGN/ SPEAKER POSTFOOTING DETAIL

3/4" = 1'-0"8 BOLLARD DETAIL

3/4" = 1'-0"9 DUMPSTER ENCLOSURE SECTION 1/2" = 1'-0"10 RAILING ELEVATION

1" = 1'-0"11RAILING DETAIL@ SEATING AREA

NOTE: RE: STRUCTURE 7/S1-1 FOR REINFORCING AND FOUNDATION DETAILS

1/2" = 1'-0"12 YARD SCREEN ELEVATION

1/4" = 1'-0"13 PYLON SIGN FOOTING DETAIL

DOOR NUMBER

WINDOW NUMBER

CALLOUT HEAD

ROOM NAME AND NUMBER

ELEVATION

VERTICAL SECTION

PARTITION TYPE

KEY PLAN

NOTES

FLOOR PLAN SYMBOLS

A1.011

SIM

1

A101

SIM

A5.1

1

A

A101.1

PX

ROOM NAME101

A. ALL EXPOSED EXTERIOR MASONRY SURFACES TORECEIVE WATER REPELLANT TREATMENT, ASSPECIFIED.

B. REF: SHEET A4-1 FOR EXTERIOR FINISH COLORS

C. DIMENSIONS ON PLANS ARE TO FACE OF STUDS,FACE OF MASONRY, AND COLUMN CENTERLINESEXCEPT AT DOORS, FIXTURES AND PARTITIONSASSOCIATED WITH HANDICAP ACCESSIBILITY ANDUNLESS OTHERWISE NOTED.

D. REF: SHEETS G1-1 TO G1-4 FOR TYPICALDIMENSIONAL REQUIREMENTS FOR HANDICAPACCESSIBILITY.

E. REFER TO WALL SECTIONS AND PLAN DETAILSFOR EXTERIOR WALL TYPES.

F. REF: SHEET A4-1 FOR C.J. LOCATIONS

A4-1

3

A4-12

A4-1 4

CONCRETE SLAB. G.C. SHALLCOORDINATE PLUMBING STUB-UPS

WITH TENANT'S FINISH OUT DRAWINGS

5' - 4" 5' - 4" 2' - 0" 3' - 4" 2' - 0" 5' - 4" 5' - 4"

4' - 0" 28' - 8"

32' - 8"

14' -

0"

12' -

0"

42' -

8"

4' -

0"4'

- 0"

4' -

0"

68' -

8"

4' - 0" 28' - 8"

32' - 8"

24' -

0"

6' -

0"2'

- 8"

6' -

0"2'

- 8"

3' -

4"24

' - 0

"

68' -

8"

1' - 4" 2' - 0" 8" 12' - 0" 4' - 0" 12' - 8"

DRIVE-THRU WINDOW MANUFACTUREDBY "READY ACCESS" G.C. PROVIDEELECTRICAL POWER.

D

C

A A

B

B

1

1a

2

METAL CANOPY ABOVE

METAL CANOPYABOVE

PREMANUFACTURED ROOF ACCESSLADDER TO CONFORM TO LOCALCODES AND OSHA STANDARDS

ELEC. PANELS

DS DS

METALCANOPY

ABOVE

A1-12

TYP

A1-14

1

A5-1

1

A5-16

A5-1

4

A5-1

3

A5-1

2

A5-1

5

A5-1

CJ

CJ

CONCRETESPLASH BLOCK

GYPSUM WALL BOARD ALL AROUND;COORDINATE W/ TENANT'S FINISH-OUT

PLAN TO MINIMIZE SCOPE OVERLAP

5/8"

3 5/

8"1"

7 5/

8"

1' -

0 7/

8"

REINFORCE MIN. THREE (3) CELLSEACH WAY @ EACH CORNER WITH ONE(1) - #5 V. EXTEND TO HIGHEST BONDBEAM ABOVE. GROUT CELLS SOLID,FULL HEIGHT

5/8" GYP. BOARD

3-5/8" METAL STUDS @ 16" O.C. MAX.WITH R-13 BATT INSULATION

1" RIGID PLANK INSULATION

FLUID APPLIED MEMBRANE AIRBARRIER BELOW ROOF DECK ONINTERIOR OF CMU, TYP., ASSPECIFIED.

REINFORCE ONE (1) CELL @ EACH SIDE OF C.J.WITH ONE (1) - #5 V. EXTEND TO HIGHEST BONDBEAM ABOVE. GROUT CELLS SOLID, FULL HEIGHT

SEALANT WITH BACKER ROD FULL HEIGHT &RAKE JOINT 1/4" BOTH SIDES AT C.J., TYP.

PREFORMED CONTROL JOINT KEY AS SPECIFIED

5/8" GYP. BOARD



FLUID APPLIED MEMBRANE AIR BARRIER BELOW ROOFDECK ON INTERIOR OF CMU, TYP., AS SPECIFIED.

5/8" GYP. BOARD



FLUID APPLIED MEMBRANE AIRBARRIER BELOW ROOF DECK ON

INTERIOR OF CMU, TYP., ASSPECIFIED.

1' -

3 5/

8"2'

- 0

3/8"

8"

3 1/2"

4' -

0"

REINFORCE MIN. THREE (3) CELLSEACH WAY @ EACH CORNER WITH ONE(1) - #5 V. EXTEND TO HIGHEST BONDBEAM ABOVE. GROUT CELLS SOLID,FULL HEIGHT

REINFORCE MIN. THREE (3) CELLS EACHWAY @ EACH CORNER WITH ONE (1) - #

5 V. EXTEND TO HIGHEST BOND BEAMABOVE. GROUT CELLS SOLID, FULL

HEIGHT

ALUMINUM STOREFRONT SYSTEM ASSCHEDULED.



CONSULTANTS

ISSUED FOR:

DATE:

PROJECT #:

DRAFTER:

CHECKED:

MANAGER:

SHEET


OF SHEETS



TEL 817.453.1200FAX 817.453.1210





TEL 817.284.8833FAX 817.284.5075




05.27.2014

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FLOOR PLAN

1 A1

N

1/4" = 1'-0"1 FLOOR PLAN

3" = 1'-0"2 TYPICAL MASONRY CORNER

3" = 1'-0"3 TYPICAL MASONRY CONTROL JOINT 3" = 1'-0"4 PLAN DETAIL

NOTES

A. DOOR, WINDOW AND FRAMES ARE NOMINAL ONLY.COORDINATE DOOR, WINDOW AND FRAMES WITHACTUAL MASONRY DIMENSIONS. USE MANUFACTURERRECOMMENDATIONS FOR CLEARANCES AROUND ALLOPENINGS.

B. PROVIDE CONTINUOUS SEALANT WITH PROPERLYSIZED BACKER ROD EACH SIDE OF FRAME. SEALANTCOLOR TO BE SELECTED BY ARCHITECT.

C. PROVIDE SHIM AS REQUIRED TO ACHIEVE PLUMB ANDSQUARE FRAMES ON ALL SIDES.

D. PROVIDE A MINIMUM OF THREE (3) JAMB ANCHORSEACH SIDE OF STEEL FRAMES.

E. EXTERIOR SILL FRAMES WILL BE PLACED UPON HIGH-PERFORMANCE ALUMINUM SUB-SILLS. TURN EACHEND OF SUB-SILL UP.

F. PROVIDE INTERNAL STEEL STIFFENERS WITHINALUMINUM FRAMES EACH SIDE OF DOORS AND ASREQUIRED BY SUBCONTRACTOR'S STRUCTURALCALCULATION PER CODE REQUIREMENTS.

10' -

0"

2"2'

- 8"

2"3'

- 4"

2"3'

- 4"

2"

5' - 4"

2" 5' - 0" 2"

A

2

A3-1

6

A3-1

10

A3-1

CTIG

CTIG

CTIG

10' -

0"

2"3'

- 4"

2"3'

- 4"

2"2'

- 8"

2"

B

6' - 0"

2" 5' - 8" 2"

2

A3-1

6

A3-1

10

A3-1

CTIG

CTIG

CTIG

3' -

0"5'

- 0"

8' -

0"

2"3'

- 0"

6"1'

- 2"

2"

2" 3' - 8" 2"

4' - 0"

1' - 10" 1' - 10"

C

"READY ACCESS"100 PASS-THRU AIR

CURTAIN SYSTEM

11

A3-1

3

A3-1

7

A3-1CTIG CTIG

CTIG

3' -

1"3'

- 7"

6' -

8"

2"3'

- 3"

2"

D

2' - 0"

2" 1' - 8" 2"

CAST STONESILL

5

A3-1

9

A3-1

5

A3-1CTIG

1

E

2"2'

- 8"

2"7'

- 0"

10' -

0"

3' - 4"

2" 3' - 0" 2"

15

A3-1

13

A3-1

14

A3-1CTIG

CTIG

& 1a

FINISH FLOOR0' - 0"

7' -

4"

7' -

0"4"

4' - 0"

2"3' - 8"2"

2

4

A3-1

12

A3-1

8

A3-1

HARDWARE SCHEDULE

DOOR 1 & 1a SHALL HAVE:

1 HINGE - (ROTON) 780-224 HD x US281 DEADLOCK - (ADAMS RITE) MS1850S x US26D2 CYLINDERS** - (SCHLAGE) TYPE REQUIRED x C135 KEYWAY x IC x US26D1 CLOSER - (LCN) P4040 x SPRING CUSH x AL x BRACKET REQ'D x SNB1 PULL/PUSH BAR SETS - (TAMCO) 1737 x US32D1 THRESHOLD* - (NATIONAL GUARD) 3251 SWEEP - (NATIONAL GUARD) 200NA

DOOR 2 SHALL HAVE:

1 HINGE - (ROTON) 780-224 HD x US281 LOCK (STOREROOM)** - (SCHLAGE) L9480 x 06 x IC x US26D1 CLOSER - (LCN) P4040 x SPRING CUSH x H.O. x AL x SNB1 SET WEATHERSTRIP - (NATIONAL GUARD) 700NA1 SWEEP - (NATIONAL GUARD) 200NA1 DRIP CAP - (NATIONAL GUARD) 16A1 THRESHOLD* - (NATIONAL GUARD) 513HD1 ARMOR PLATE - (TRIMCO) DW - 2"x34"x.050 x US32D1 DOOR VIEWER - (SECURITY PRODUCTS) DOOR SPY DS-61 DOOR BELL - (NUTONE) MCN-304

*COORDINATE EXACT THRESHOLD TYPE WITH FLOORING MATERIAL.**MATCH OWNER'S GRAND MASTER KEY SYSTEM.

1' - 0 7/8"

5/8" 3 5/8" 1" 7 5/8"

1" SEE

SCH

ED.

FLUID APPLIED MEMBRANEAIR BARRIER (SHOWNDASHED) BELOW ROOFDECK ON INTERIOR SIDE OFCMU, AS SPECIFIED, TYP.

8" CMU

8" CMU BOND BEAM. SEESTRUCTURAL REINFORCING

SHIM

SEALANT, BOTH SIDES

STAINLESS STEEL DRIP INJOINT AT HEAD OF WINDOW.EXTEND 4" INTO BOTH JAMBS

1" RIGID PLANKINSULATION

5/8" GYPSUM BOARD

R-13 BATTINSULATION

3 5/8" METAL STUDS@ 16" O.C.

ALUMINUM STOREFRONTSYSTEM

1' - 0 7/8"

5/8" 3 5/8" 1" 7 5/8"FLUID APPLIED MEMBRANEAIR BARRIER (SHOWNDASHED) BELOW ROOFDECK ON INTERIOR SIDE OFCMU, AS SPECIFIED, TYP.

8" CMU


SHIM

SEALANT, BOTH SIDES



5/8" GYPSUM BOARD

R-13 BATTINSULATION


"READY ACCESS" 275MODEL WINDOW FRAMES

"READY ACCESS" 100PASS-THRU AIR CURTAINSYSTEM (BEYOND)

1' - 0 7/8"

5/8" 3 5/8" 1" 7 5/8"

SEE

SCH

ED.


8" CMU


SEALANT, BOTH SIDES



5/8" GYPSUM BOARD

R-13 BATTINSULATION


METAL DOOR FRAMEGROUT SOLID

HOLLOW METAL DOOR

4"

1' - 0 7/8"

5/8" 3 5/8" 1" 7 5/8"

3 1/2"

SEE

SCH

ED.


8" CMU


SHIM

SEALANT, BOTH SIDES



5/8" GYPSUM BOARD

R-13 BATTINSULATION


J-MOLD


1' - 0 7/8"

5/8" 3 5/8" 1" 7 5/8"

1"

SEE

SCH

ED.


8" CMU

FULL SOLID GROUT & REINFORCEDw/ 1-#5V. REFER TO STRUCTURAL.EXTEND REINFORCING INTO BONDBEAM ABOVE, TYP.

SHIM

SEALANT, BOTH SIDES


5/8" GYPSUM BOARD

R-13 BATTINSULATION



1' - 0 7/8"

5/8" 3 5/8" 1" 7 5/8"


5/8" GYPSUM BOARD

R-13 BATTINSULATION



"READY ACCESS" 131SHELF

1"


8" CMU

FULL SOLID GROUT & REINFORCEDw/ 1-#5V. REFER TO STRUCTURAL.EXTEND REINFORCING INTO BONDBEAM ABOVE, TYP.

SHIM

SEALANT, BOTH SIDES

1' - 0 7/8"

5/8" 3 5/8" 1" 7 5/8"

SEE

SCH

ED.


8" CMU

FULL SOLID GROUT & REINFORCEDw/ 1-#5V. REFER TO STRUCTURE.EXTEND REINFORCING INTO BONDBEAM ABOVE, TYP.

SEALANT, BOTH SIDES


5/8" GYPSUM BOARD

R-13 BATTINSULATION


HOLLOW METAL DOOR

METAL DOOR FRAMEGROUT SOLID w/3 JAMB

ANCHORS PER JAMB

2"



R-13 BATTINSULATION



8" CMU

5/8" GYPSUM BOARDBEYOND

SEALANT

4" CMU FULLSOLID GROUT

CAST-STONE SILLOR BURNISHED UNIT

2"3"

5"

1' - 0 7/8"

5/8" 3 5/8" 1" 7 5/8"

3 1/2"

VAPOR BARRIER

CONTINUOUS SEALANT


1"

1/2" COMPRESSIBLE JOINTFILLER w/SEALANT

PRE-FINISHED ALUMINUMSUB-SILL, TURN UP AND

BACK AT ENDS

SLOPE: MAX 1:50

VAR

IES

2" 2"

1' - 0 7/8"



R-13 BATTINSULATION



8" CMU

CMU w/FULL SOLID GROUT

18ga. STAINLESS STEELCAP, EXTEND 2" DOWN

EACH SIDE

1"

5/8" 3 5/8" 1" 7 5/8"

VAPOR BARRIER

FLOOR FINISH BY TENANT

HOLLOW METAL DOOR


THRESHOLD SET IN MASTIC

SLOPE: MAX 1:50

FRAME BEYONDALUMINUM STOREFRONTSYSTEM

GLAZING AS SPECIFIED

1' - 0 7/8"

5/8" 3 5/8" 1" 7 5/8"SE

E SC

HED

.


8" CMU

FULL SOLID GROUT & REINFORCEDw/ 1-#5V. REFER TO STRUCTURE.EXTEND REINFORCING INTO BONDBEAM ABOVE, TYP.

SHIM

SEALANT, BOTH SIDES


5/8" GYPSUM BOARD

R-13 BATTINSULATION


J-MOLD


1"

VAPOR BARRIER

FLOOR FINISH BY TENANT



THRESHOLD SET IN MASTIC

SLOPE: MAX 1:50

SWEEP



CONSULTANTS

ISSUED FOR:

DATE:

PROJECT #:

DRAFTER:

CHECKED:

MANAGER:

SHEET


OF SHEETS



TEL 817.453.1200FAX 817.453.1210





TEL 817.284.8833FAX 817.284.5075




05.27.2014

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4:31

:59

PM

A3-1

13040-01


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DOOR AND WINDOWSCHEDULES ANDELEVATIONS

1 A3

1/4" = 1'-0"1 WINDOW & DOOR ELEVATIONS NOTE: ALL GLASS TO BE CTIG : CLEAR TEMPERED INSULATED GLASS

DOOR SCHEDULE

MARKDOOR SIZE DOOR FRAME RATING DETAILS VISION

PANEL NOTES REVISIONS MARKWIDTH HEIGHT MATERIAL FINISH MATERIAL FINISH FIRE ACOUS. HEAD JAMB JAMB SILL OTHER1 3' - 0" 7' - 0" ALUM/GLASS SEE FINISH SCHEDULE ALUM SEE FINISH SCHEDULE --- --- 13/A3-1 14/A3-1 --- 15/A3-1 --- --- 11a 3' - 0" 7' - 0" ALUM/GLASS SEE FINISH SCHEDULE ALUM SEE FINISH SCHEDULE --- --- 13/A3-1 14/A3-1 --- 15/A3-1 --- --- 1a2 3' - 8" 7' - 0" HM SEE FINISH SCHEDULE HM SEE FINISH SCHEDULE --- --- 4/A3-1 8/A3-1 --- 12/A3-1 --- --- --- 2

3" = 1'-0"2 STOREFRONT HEAD 3" = 1'-0"3 DRIVE-THRU WINDOW HEAD

3" = 1'-0"4 H.M. DOOR HEAD 3" = 1'-0"5 WINDOW HEAD/JAMB SIM.

3" = 1'-0"6 STOREFRONT JAMB 3" = 1'-0"7 DRIVE-THRU WINDOW JAMB

3" = 1'-0"8 H.M. DOOR JAMB 3" = 1'-0"9 WINDOW SILL

3" = 1'-0"10 STOREFRONT SILL 3" = 1'-0"11 DRIVE-THRU WINDOW SILL

3" = 1'-0"12 H.M. DOOR THRESHOLD

3" = 1'-0"13 STOREFONT DOOR HEAD

3" = 1'-0"14 STOREFRONT DOOR JAMB 3" = 1'-0"15 STOREFRONT DOOR SILL

NOTE: ALL DETAILS REFER TO SHEET A3-1 UNLESS OTHERWISE NOTED

KEY PLAN

FINISH FLOOR0' - 0"

D2

CJ CJ

4' - 0" 4' - 0"

CMU TYPE "B" PREFINISHED METAL COPING

ELECTRICAL PANELS

TOP ROW OF CMU TYPE "C", TYP.

CMU, TYPE "A"

METAL CANOPY

ALUMINUM STOREFRONT

PRE-MANUFACTUREDROOF ACCESS LADDER ASSPECIFIED

CMU, TYPE "C"AT BELOW F.F, TYP.

LINE OF ROOF BEYOND,SHOWN DASHED, TYP.

OVERFLOW SCUPPER

METAL CANOPY

LIGHT FIXTURE TYPE "C"REF: ELEC.

PRE-FINISHED METALDOWNSPOUT

CJ

CJ

8' -

2"

CMU, TYPE "A"

H.M. DOOR & FRAME

CONCRETE SPLASH BLOCK

MASONRY CONTROL JOINT

T.O. MID PARAPET20' - 11"

T.O. HIGH PARAPET22' - 11"

T.O. LOW PARAPET19' - 7"

FINISH FLOOR0' - 0"

B B

CJCJCJ

4' - 0"

CJ

E

1a

ALUMINUM STOREFRONT


METAL CANOPY

CJ CJ

LIGHT FIXTURE TYPE "A"REF: ELEC.

METAL CANOPY




CMU TYPE "A" PREFINISHED METAL COPING MASONRY CONTROLJOINT, TYP.

TOP ROW OF CMU TYPE "C", TYP. CMU, TYPE "B"SIGNAGE BY TENANT'S SIGNAGE CONTRACTOR


CMU TYPE "B"

CMU TYPE "A"

10' -

0"

8' -

0"

2' - 0" 16' - 8" 1' - 4" 1' - 4" 1' - 4" 1' - 4" 16' - 8" 2' - 0" 4' - 0"

FINISH FLOOR0' - 0"

A A

1

E

CMU TYPE "A" PREFINISHED METAL COPING MASONRY CONTROL JOINT, TYP.TOP ROW OF CMU TYPE "C", TYP.

CMU, TYPE "B"

METAL CANOPY

ALUMINUM STOREFRONT

SIGNAGE BY TENANT'SSIGN AGE CONTRACTOR



AFF

8' -

0"

1' - 4"

CMU TYPE "B"

METAL CANOPY

CJ CJ CJ CJ

LIGHT FIXTURE TYPE "A"REF: ELEC.

10' -

0"




1' - 4"1' - 0"1' - 0" 1' - 0"1' - 0"

FINISH FLOOR0' - 0"

C

4' - 0" 19' - 4" 19' - 4" 4' - 0"

CJ CJ CJ

PREFINISHED METAL COPING

MASONRY CONTROL JOINT, TYP.

TOP ROW OF CMU TYPE "C", TYP.

CMU, TYPE "B"

METAL CANOPY

LIGHT FIXTURE BY TENANT. G.C. TOINSTALL JUNCTION BOXES.REF: ELEC.

DRIVE-THRU WINDOW

SIGNAGE BY TENANT'S SIGNAGECONTRACTOR



CMU TYPE "A"

PRE-MANUFACTURED ROOF ACCESS LADDER, AS SPECIFIED

MASONRY CONTROL JOINT AT INSIDE CORNERS TYP.

LIGHT FIXTURE TYPE "B"REF: ELEC.




10' -

0"

7' -

4"

EXTERIOR FINISH SCHEDULE

CMU A

COLOR MANUFACTURER REMARKS

CMU A MORTARCMU BCMU B MORTARCMU CCMU C MORTARMETAL CAP FLASHINGSTOREFRONT FRAMEHARDWAREMETAL AWNINGH.M. DOOR & FRAMEDOWNSPOUTS/CONDUCTORHEADS/SCUPPERS

MISCELLANEOUS METALS

APACHE BROWN - 707GRAYLIMESTONE - 707LIMESTONEMATCH COLOR WITH CMU ABOVE OR BELOW

TBDCLEAR ANODIZED ALUMINUM

---TBD

TBD

TBD

ITEM

MATCH COLOR WITH CMU ABOVE OR BELOW

CLEAR ANODIZED ALUMINUM

FEATHERLITE---FEATHERLITE---FEATHERLITE------KAWNEERFACTORY FINISHED------

---

---

SPLIT FACE---SPLIT FACEFLUSH JOINTSBURNISHED------RE: WINDOW SCHED.RE: HARDWARE SCHED.GALV.---

---

---



CONSULTANTS

ISSUED FOR:

DATE:

PROJECT #:

DRAFTER:

CHECKED:

MANAGER:

SHEET


OF SHEETS



TEL 817.453.1200FAX 817.453.1210





TEL 817.284.8833FAX 817.284.5075




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4:32

:19

PM

A4-1

13040-01


05.27.2014

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EXTERIOR ELEVATIONS

1 A4

1/4" = 1'-0"1 NORTH ELEVATION

1/4" = 1'-0"2 EAST ELEVATION

1/4" = 1'-0"3 SOUTH ELEVATION 1/4" = 1'-0"4 WEST ELEVATION

FOR REFERENCE ONLY7 3D VIEW - SOUTHEAST

FOR REFERENCE ONLY6 3D VIEW - NORTHWEST

NOTES

FINISH FLOOR0' - 0"

B

E

B

1a

BOTTOM OF DECK.17' - 5"

BOTTOM OF DECK16' - 0"




PRE-FINISHED METALPARAPET PANEL

GYP. BD. CONTROL JOINT

FINISH FLOOR0' - 0"

A8-12

A5-29

A5-21




O.H.

A8-13 O.H.


FINISH FLOOR0' - 0"

A5-21

BOTTOM OF DECK16' - 0"

3' -

6"

8' -

2"

R-30 ROOF INSULATION

R-5 RIGID PLANKINSULATION

R-13 BATTINSULATION


O.H.

O.H.

FLUID APPLIED MEMBRANE AIRBARRIER BELOW ROOF DECK ON

INTERIOR OF CMU AS SPEC'D, TYP.

COLD-FLUID APPLIEDWATERPROOFING ABOVE

ROOF DECK AS SPEC'D, TYP.

A8-12A

A8-13A

FINISH FLOOR0' - 0"

A5-21



O.H.

O.H.

A8-12A

A8-13A

FINISH FLOOR0' - 0"

A8-12

A8-13

A5-29

A3-110



O.H.

O.H.


FINISH FLOOR0' - 0"

A5-29

A3-13

A3-111

A5-22


O.H.

O.H.

A8-12A

A8-13A



CONSULTANTS

ISSUED FOR:

DATE:

PROJECT #:

DRAFTER:

CHECKED:

MANAGER:

SHEET


OF SHEETS



TEL 817.453.1200FAX 817.453.1210





TEL 817.284.8833FAX 817.284.5075




05.27.2014

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4:32

:35

PM

A5-1

13040-01


05.27.2014

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BUILDING AND WALLSECTIONS

2 A5

1/4" = 1'-0"1 EAST - WEST BUILDING SECTION

1/2" = 1'-0"6 WALL SECTION 1/2" = 1'-0"4 WALL SECTION

1/2" = 1'-0"3 WALL SECTION 1/2" = 1'-0"2 WALL SECTION

1/2" = 1'-0"5 WALL SECTION

CMU WATERPROOFING NOTES:

A: ABOVE ROOF DECK, COLD-FLUIDAPPLIED WATERPROOFING ASSPEC'D, TYP.

B: BELOW ROOF DECK, FLUIDAPPLIED MEMBRANE AIR BARRIER ASSPEC'D, TYP.

4"

8"

VAR

IES


R-13 BATTINSULATION


FLUID APPLIED MEMBRANEAIR BARRIER (SHOWN

DASHED) BELOW ROOFDECK ON INTERIOR SIDE OF

CMU, AS SPECIFIED, TYP.

5/8" GYPSUM BOARD

THRU-WALL FLASHINGTURN UP BACK, MIN. 6" AFF.

SLAB AND GRADE BEAM,REF. STRUCTURAL

VAPOR BARRIER

FINISH FLOOR

0'-0"

8" CMU w/APPLIED WATERREPELLANT AS SPECIFIED

WEEP HOLE @ 16" O.C.


SLOPE CONCRETESIDEWALK AWAY FROMBUILDING. 1:50 MAX.

4" HT CMU TYPE "C"w/APPLIED WATERREPELLANT AS SPECIFIED

4"

8"

1/2"


R-13 BATTINSULATION





5/8" GYPSUM BOARD

THRU-WALL FLASHINGTURN UP BACK, MIN. 6" AFF.

VAPOR BARRIER

FINISH FLOOR

0'-0"

SLAB AND GRADE BEAM,REF. STRUCTURAL

CURB @ DRIVE-THRU WINDOW

1' - 0"

6"


WEEP HOLE @ 16" O.C.


1'-0" CONCRETE CURB @DRIVE-THRU. SLOPE AWAYFROM BUILDING

4" HT CMU TYPE "C"w/APPLIED WATERREPELLANT AS SPECIFIED

4'-6" TYP

3'-10 1/4" TYP 7 3/4"

FRO

M B

OTT

OM

OF

CM

U T

O C

ENTE

R O

F E S

CUTC

HE O

N P

LAT E

3' -

8"



R-13 BATTINSULATION





5/8" GYPSUM BOARD

CONTINUOUS SEALANT

8" CMU BOND BEAM, TYPE"C" @ CANOPIES

8"x8"x1/4" STEELESCUTCHEON PLATE w/1/2"DIA. THRU BOLT. PROVIDEAND INSTALL 4"x4"x1/4"PLATE WASHER INSIDE FACE

1 1/2"x1 1/2"x3/16" SUPPORTSTRUT. FIELD VERIFY EXACTLENGTH REQUIRED

STANDING SEAM METAL ROOF

2-1/2"x2-1/2"x1/4" STEEL TUBE FRAME

SLOPE DOWN 1/4" PER FOOT

A5-211

A5-210

5

A5-2

STANDING SEAM METALROOF


PRE-FINISHED METALCOUNTERFLASHING

PRE-FINISHED METALFLASHING

7"x1/4"xCANOPY LENGTHSTEEL ANCHOR PLATE

Z-CLIP

4-1/2"x3/16" STEEL CLOSURE PLATE,CONTINUOUS w/ 1-1/2"x3/16" STEELSPACER, CONTINUOUS

1/8" 1/4"

1/2"

4 1/2"1/2" DIA. THRU BOLT @ 24" O.C.

w/4"x4"x1/4" PLATE WASHERINSIDE FACE

8" CMU BOND BEAM, TYPE"C" @ CANOPIES


9"

OVER-SIZED DECORATIVE FASCIABOLTS. ALIGN WITH STANDING SEAMS

1/4" END CAP PLATE

PRE-FINISHED METAL FLASHING

OFFSET CLEAT


1" 1/2" 4" 1"

1-1/2"x1-1/2"x3/16" SUPPORT STRUT.FIELD VERIFY EXACT LENGTHREQUIRED

2 1/

2"4"

6 1/

2"

4"x4"x1/4" FLANGES WELDED TOFRAME

4" 4"

8"

4"4"

8"

1 5/8"

1-1/2"x1-1/2"x3/16"SUPPORT STRUT. FIELDVERIFY EXACT LENGTHREQUIRED

4"x4"x1/4" FLANGES,WELDED TO PLATE

1/2" DIA.x2" LONGFLANGE-TO-STRUTANCHOR BOLT

8"x8"x1/4" STEELESCUTCHEON PLATE

LOCATE THRU-WALLANCHOR BOLT INCENTER OFESCUTCHEON PLATE

1 1/2" 2 1/2" 1 1/2"

EQEQ

2 1/

2"

1 1/2"

1-1/2"x1-1/2"x3/16" SUPPORTSTRUT WITH WELDED ENDCAP CLOSURE. FIELDVERIFY EXACT LENGTHREQUIRED

4"x4"x1/4" FLANGES,WELDED TO FRAME


OVERSIZEDDECORATIVE FASCIABOLTS. ALIGN WITHSTANDING SEAMS

2-1/2"x2-1/2"x1/4" STEELTUBE FRAME WITHWELDED CAP ENCLOSURE

METALCOUNTERFLASHING



4-1/2"x3/16" STEEL CLOSURE PLATE,CONTINUOUS w/ 1-1/2"x3/16" STEELSPACER, CONTINUOUS


FIELD CUT, BEND ANDPOP RIVET

RECEIVER TRIM, PERROOF MANUFACTURER

OVERSIZED DECORATIVEFASCIA BOLTS. ALIGNWITH STANDING SEAMS

2-1/2"x2-1/2"x1/4" STEELTUBE FRAME

GRIND SPLIT-FACE CMUBEHIND PLATE, TYP.

OVERSIZEDDECORATIVE FASCIABOLTS. ALIGN WITHSTANDING SEAMS

2-1/2"x2-1/2"x1/4" STEELTUBE FRAME WITHWELDED CAP ENCLOSURE

22'-8" @ SOUTH ELEVATION

10' - 8" @ WEST ELEVATION

1' - 4"

10'-0" @ SOUTH & EAST ELEVATIONS


10"-0" @ SOUTH & EAST ELEVATIONS

4' - 0" @ WEST ELEVATION 1' - 4"

8"x8"x1/4" STEELESCUTCHEON PLATE

1-1/2"x1-1/2"x3/16"SUPPORT STRUT

STANDING SEAM METALROOF. PANEL EXPOSEDON UNDERSIDE, FINISHAS SCHEDULED

FLASHING BEYOND

FILL END PANEL WITHSEALANT, TYP.

A5-24

A5-26

9

A5-2

26'-8" EAST ELEVATION

TYP.

1' - 4"

TYP.

1' - 4"

@ 22'-8" SOUTH & EAST ELEVATIONS


1' - 4"




4' - 0" @ WEST ELEVATION 1' - 4"


2-1/2"x2-1/2"x1/4" STEEL TUBE BELOW

1-1/2"x1-1/2"x3/16" SUPPORT STRUT

6 1/

2"3'

- 8

5/8"

2 7/

8"

4' -

6"

9

A5-2

7

A5-2



CONSULTANTS

ISSUED FOR:

DATE:

PROJECT #:

DRAFTER:

CHECKED:

MANAGER:

SHEET


OF SHEETS



TEL 817.453.1200FAX 817.453.1210





TEL 817.284.8833FAX 817.284.5075




05.27.2014

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4:33

:06

PM

A5-2

13040-01


05.27.2014

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DETAILS

2 A5

3" = 1'-0"1 DETAIL 3" = 1'-0"2 DETAIL

3" = 1'-0"9 CANOPY SECTION

6" = 1'-0"11 CANOPY DETAIL

6" = 1'-0"10 CANOPY DETAIL

3" = 1'-0"4 CANOPY DETAIL 3" = 1'-0"6 CANOPY DETAIL

3" = 1'-0"5 CANOPY DETAIL 3" = 1'-0"7 CANOPY DETAIL

1" = 1'-0"3 CANOPY ELEVATION

1" = 1'-0"8 CANOPY PLAN

SLO

PE 1

/4:1

2

SLO

PE 1

/4:1

2

ROOF TOP UNITS. COORDINATEDUCT OPENING LOCATIONw/STRUCTURAL FRAMING PLAN.REF: 6/A8-1 FOR TYPICAL CURBDETAIL

TAPERED INSULATION;MIN. 1/4" PER FT. SLOPE


G.C. TO PROVIDE AND INSTALL ROOFACCESS LADDER WITH STEP-OVER

LANDING, AS SPECIFIED

6"x8" OVERFLOWROOF SCUPPER

ROOF SCUPPER, CONDUCTOR HEAD w/MIN. 4"x4"DOWNSPOUT w/CONCRETE SIDEWALK FLUME BELOW

6"x8" OVERFLOWROOF SCUPPER

WALKWAY PAD, TYP.

EXHAUST FAN

METAL CANOPY, REF: A5-2



PREFINISHED METAL COPING,TYP.

MEMBRANE ROOFING ASSPECIFIED

TYP.

3' - 0"

4

A8-1

4

A8-1

5

A8-1

ROOF SCUPPER, CONDUCTOR HEAD w/MIN. 4"x4"DOWNSPOUT w/CONCRETE SPLASH BLOCK BELOW

10' -

8"

22' - 8"

22' -

8"


5

A8-1

4" M

IN.

1"

MIN

.

1"

PRE-FINISHED METAL PARAPET PANEL

7/8" GALVANIZED METAL FURRINGSECTION AT 16" O.C.

RUBBER CLOSURE BLOCK TO SEALPARAPET WALL PANEL TO PARAPETCAPEXPOSED FASTENER WITHNEOPRENE OR RUBBER GASKETAND BACKING WASHER (TYP.).

PRE-FINISHED METAL PARAPETCAP FLASHING


CONT. UNDERLAYMENTOVER WOOD BLOCKING

BENEATH METAL CAPCONT. GALVANIZED METALHOOK STRIP

TREATED WOOD BLOCKINGAS REQUIRED TO FORM

SLOPE SHOWN

1/2" EXTERIOR GRADEPLYWOOD


CONTINUOUS SEALANT

4" M

IN.

CONTINUOUS WOODBLOCKING W/ ANCHOR BOLT

8" M

A X.

3" M

IN.

8" M

IN.

TYP

4" MIN.


EXPOSED FASTENER WITHNEOPRENE OR RUBBER GASKETAND BACKING WASHER (TYP.).

7/8" GALVANIZED METAL FURRINGSECTION AT 16" O.C.

PRE-FINISHED METAL CLOSURESTRIP WITH DRIP SILL,CONTINUOUS

PRE-FINISHED 2 PIECE METALRECEIVER & COUNTER-FLASHING

4"x45 DEGREE CONTINUOUS FIBERCANT.

VERTICAL GRADE ROOFMEMBRANE FLASHING

CONTINUOUS HORIZONTALTERMINATION BAR. ANCHOR @ 8"O.C. AND TRIPLE FLASH COVER

ROOF MEMBRANE

R-30 ROOF INSULATION WITHPROTECTION BOARD

TREATED WOOD BLOCKING

3/4" PLYWOOD DECK

WOOD TRUSS, RE: STRUCT.

3-5/8" METAL STUDS 16" O.C. WITH R-13BATT INSULATION

RIGID PLANK INSULATION

8" CMU BOND BEAM

RE: PLAN FOR SLOPE DIRECTION

8" CMU w/APPLIEDWATER REPELLANT

AS SPECIFIED

COLD-FLUID APPLIED WATERPROOFING ABOVEROOF DECK AS SPEC'D, TYP.

FLUID APPLIED MEMBRANE AIRBARRIER BELOW ROOF DECK ONINTERIOR OF CMU AS SPEC'D, TYP.

COLD-FLUID APPLIEDWATERPROOFING ABOVE ROOFDECK AS SPEC'D, TYP.

4"x45 DEGREE CONTINUOUS FIBERCANT, BEYOND


3-5/8" METAL STUDS 16" O.C. WITH R-13 BATT INSULATION


8" CMU BOND BEAM



3/4" PLYWOOD DECK


CONT. SEALANT

PRE-FINISHED METALDOWNSPOUT 4"x4" MIN.

ROOF MEMBRANE FLASHING


PRE-FINISHED METALFLANGE

CONT. SEALANT

PRE-FINISHEDMETAL COLLAR

PRE-FINISHED METALLEADER HEAD

GRAVEL GUARD


2"

1" 1 1/2"




8" CMU BOND BEAM



3/4" PLYWOOD DECK

4"x45 DEGREE CONTINUOUS FIBERCANT, BEYOND


CONT. SEALANT




PRE-FINISHED METALFLANGE

CONT. SEALANT

PRE-FINISHEDMETAL COLLAR

GRAVEL GUARD


10"

10"

MECHANICAL UNIT, HOOD, ETC.

SEALING MATERIAL,CONTINUOUS ON TOP OF CURB

BASE OF UNIT EXTENDS 1/2"MINIMUM BEYOND OP OF CURB

1" MINIMUM BEYOND OP OF CURB


PRE-MANUFACTURED ISOLATEDUNIT MOUNTING CURB

PRE-FINISHED 2 PIECE METALRECEIVER & COUNTER-FLASHING

CONTINUOUS HORIZONTALTERMINATION BAR. ANCHOR @ 8"O.C. AND TRIPLE FLASH COVER4"x45 DEGREE CONTINUOUS FIBERCANT.

R-30 ROOF INSULATION

3/4" PLYWOOD DECK

RE: STRUCT.

FASTENERS APPROX. 8" O.C.

FASTENERS APPROX. 8" O.C.

4" M

IN.

3/4"

MIN

.

1"

PRE-FINISHED 2 PIECE METALRECEIVER & COUNTERFLASHING


PRE-FINISHED METAL PARAPETCAP FLASHING


CONT. UNDERLAYMENTOVER WOOD BLOCKING

BENEATH METAL CAPCONT. GALVANIZED METALHOOK STRIP

TREATED WOOD BLOCKINGAS REQUIRED TO FORM

SLOPE SHOWN

1/2" EXTERIOR GRADEPLYWOOD



CONTINUOUS SEALANT

4" M

IN.

CONTINUOUS WOOD BLOCKING W/ANCHOR BOLT

8" M

IN. T

O 2

4" M

AX.

TYP

4" MIN.


4"x45 DEGREE CONTINUOUS FIBERCANT.

VERTICAL GRADE ROOFMEMBRANE FLASHING

ROOF MEMBRANE



3/4" PLYWOOD DECK




8" CMU BOND BEAM

RE: PLAN FOR SLOPE DIRECTION




4" M

IN. O

VER

LAP



CONSULTANTS

ISSUED FOR:

DATE:

PROJECT #:

DRAFTER:

CHECKED:

MANAGER:

SHEET


OF SHEETS



TEL 817.453.1200FAX 817.453.1210





TEL 817.284.8833FAX 817.284.5075




05.27.2014

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27/2

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5:31

:58

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A8-1

13040-01


05.27.2014

PC

CTW

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ROOF PLAN AND DETAILS

1 A8

N

1/4" = 1'-0"1 ROOF PLAN

3" = 1'-0"2 PARAPET CAP DETAIL

3" = 1'-0"3ROOF/WALLTRANSITION DETAIL

3" = 1'-0"4SCUPPER &DOWNSPOUT DETAIL

3" = 1'-0"5OVERFLOWSCUPPER DETAIL

3" = 1'-0"6 RTU RAISED CURB DETAIL

3" = 1'-0"2A PARAPET CAP DETAIL

3" = 1'-0"3AROOF/WALLTRANSITION DETAIL