FedEX Houston, TX Design Development

L O C A T I O N ID HOUSTON METRO - TX

MIFCE

9483 HAVEN AVENUE, SUITE 100

17855 JFK BOULEVARD HOUSTON, TX 77032

DOUBLE DEGREE DETAIL DIAMETER DIAGONAL DIMENSION DOWNSPOUT DRAWING(S)

(E) EA. E.C. ELEC. ELEV. E.N. E.O.C. EQ. or = ER EXP. EXT.

EXISTING EACH ELECTRICAL CONTRACTOR ELECTRICAL ELEVATION EDGE NAIL EDGE OF COUNTER / EQUIPMENT EQUAL EXISTING RELOCATED EXPANSION EXTERIOR

FACT. F.D. FDN. F.E. F.F. F.F.L. F.F. & E. F.G. FLR. FIN. F.O.F. F.O.M. F.O.S. F.R. F.R.P. FT. FTG. F.V.

FACTORY FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FINISHED FLOOR FINISHED FLOOR LEVEL FURNITURE, FIXTURES & EQUIPMENT FLOAT GLASS FLOOR FINISH FACE OF FINISH FACE OF MASONRY FACE OF STUD FIRE RETARDANT FIBERGLASS REINFORCED PANEL FOOT / FEET FOOTING FIELD VERIFY

GA. GWB G.C. GALV. G.I. GLB.

GAUGE (GAGE) GYPSUM WALLBOARD GENERAL CONTRACTOR GALVANIZED GALVANIZED IRON GLUE-LAMINATED BEAM

HB H.C. H.D. HDR. HDW. HGR. HGT. or HT. H.M. HORIZ. or H H.S.B.

HOSE BIBB HOLLOW CORE HUB DRAIN HEADER HARDWARE HANGER HEIGHT HOLLOW METAL HORIZONTAL HIGH STRENGTH BOLT

I.D. I.E. IN. INSUL. INT. INV.

INSIDE DIAMETER IN EXAMPLE INCH / INCHES INSULATION INTERIOR INVERTED

JT. OR JNT. JST.

JOINT JOIST

(N) NA OR N/A N.I.C. NO. or # NOM. N.T.S.

NEW NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE

O.C. O.F.C.I.

ON CENTER OWNER FURNISHED, CONTRACTOR INSTALLED OVERFLOW DRAIN OWNER FURNISHED, OWNER INSTALLED OUTSIDE DIAMETER OPENING OPPOSITE

OFD. O.F.O.I. O.D. OPN'G. OPP. PART'N P. LAM PL. P.L. or PL PLAS. PLBG. PLYWD. P.O.C. PR. PSF PSI P.T.

PARTITION PLASTIC LAMINATE OR PARALLAM (BEAM) PLATE PROPERTY LINE PLASTER PLUMBING PLYWOOD POINT OF CONNECTION PAIR POUNDS PER SQ. FOOT POUNDS PER SQ. INCH PRESSURE TREATED

Q.T.

QUARRY TILE

RAD. OR (R) RCP R.D. REF. REINF. REV. RQMTS.

RADIUS REFLECTED CEILING PLAN ROOF DRAIN REFERENCE REINFORCEMENT REVERSE REQUIREMENTS

S.C. SCHED. SHT. SHT'G SIM. SM SMS SPEC.(S) SQ. SQ. IN. / FT. S.S. STD. STL. STOR. STRUCT. SUSP. SYM.

SOLID CORE SCHEDULE SHEET SHEATHING SIMILAR SHEET METAL SHEET METAL SCREW SPECIFICATION(S) SQUARE SQUARE INCH / FOOT STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL

TEMP. OR T° THK. T&G T.N. T.O.B. T.O.C. T.O.F. T.O.P. T.O.PL. T.O.S. T.O.W. T.S. TYP. U.N.O. U.L.

TEMPERATURE THICKNESS TONGUE & GROOVE TOE NAIL TOP OF BEAM TOP OF CURB TOP OF FOOTING TOP OF PARAPET TOP OF PLATE TOP OF SLAB TOP OF WALL TOP OF SHEATHING TYPICAL UNLESS NOTED OTHERWISE UNDERWRITERS LABORATORY

VERT. OR (V) V.I.F. V.T.R. V.W.C.

VERTICAL VERIFY IN FIELD VENT THROUGH ROOF VINYL WALL COVERING

w/ or w/o W/C WD. WH W.I.B. W.R. WT. WWF. WWM.

WITH, WITHOUT WATER CLOSET WOOD WATER HEATER WALK-IN BOX WATER RESISTANT WEIGHT WELDED WIRE FABRIC WELDED WIRE MESH

3.

4.

5.

6.

7.

8.

9.

ELEVATION DESIGNATION X AX.0 SHEET REFERENCE NO. PARTIAL SECTION IDENTIFICATION

(WHERE APPLY) MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS ARE INCLUDED IN, AND NOT SUPPLEMENTARY TO, THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK THE ARCHITECTURAL DRAWINGS BEFORE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND OTHER DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION BY THE CONTRACTOR FOR WRITTEN AND GRAPHIC CLARIFICATION. THE CONTRACTOR SHALL FOCUS SPECIAL ATTENTION ON A FIELD REVIEW OF THE EXISTING SITE PRIOR TO CONSTRUCTION. ANY CONDITIONS THAT ARE FOUND TO BE INCONSISTENT WITH THESE DOCUMENTS OR WHERE THE INTENT IS IN DOUBT SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION PRIOR TO BID SUBMITTAL. CONTRACTOR SHALL NOT RELY UPON ORAL COMMUNICATIONS; ALL COMMUNICATIONS MUST BE IN WRITTEN OR GRAPHIC FORMAT. REVISIONS TO WORK OR PLANS MUST BE APPROVED BY THE CITY AND / OR LOCAL JURISDICTION'S INSPECTION SERVICES PRIOR TO IMPLEMENTATION. ANY ADDITIONS OR CHANGES TO WORK MUST BE AUTHORIZED IN WRITING BY THE ARCHITECT. NO ALTERATIONS WILL BE MADE ON THIS PROJECT EXCEPT UPON WRITTEN ORDER BY USING PREDETERMINED ARCHITECT SUPPLEMENTAL INSTRUCTIONS, CHANGE ORDER OR CONSTRUCTION CHANGE DIRECTIVES.

SECTION DESIGNATION

IF A CONFLICT OCCURS BETWEEN THE DESIGN DRAWINGS AND SPECIFICATIONS, PROMPTLY NOTIFY THE ARCHITECT IN WRITING. AT THAT POINT, A WRITTEN INTERPRETATION WILL BE MADE BY THE ARCHITECT AND SAID DECISION SHALL BE CONSIDERED PART OF THE CONTRACT DOCUMENTS. THIS ARCHITECT WILL NOT HAVE CONTROL OF, AND WILL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK ON THIS PROJECT OR FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS SITE, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT AND OR CONSTRUCTION DOCUMENTS. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND / OR SHORING TO INSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL RELATED BUILDING COMPONENTS, I.E.; STRUCTURAL WALLS, INTERIOR WALL ASSEMBLIES, ETC. DURING THE CONSTRUCTION PHASE OF THIS PROJECT.

SHEET REFERENCE NO.

ELEVATION REFERENCE IDENTIFICATION

1

0'-0" FINISH FLOOR

ELEVATION DESIGNATION 4 SHEET REFERENCE NO.

N

N N

1.0

2012 INTERNATIONAL BUILDING CODE (IBC)

PLUMBING CODE

2012 INTERNATIONAL PLUMBING CODE (IPC)

MECHANICAL CODE

2012 INTERNATIONAL MECHANICAL CODE (IMC)

ELECTRICAL CODE

2012 INTERNATIONAL ELECTRICAL CODE (IEC)

ENERGY CODE

2012 INTERNATIONAL ENERGY CODE

FIRE / LIFE SAFETY CODE

2012 INTERNATIONAL FIRE CODE (IFC)

ENERGY CODE:

2015 INTERNATIONAL ENERGY CONSERVATION CODE

ACCESSIBILITY CODE

2012 TEXAS ACCESSIBILITY STANDARDS (TITLE 24, PART 2)

NORTH ARROW

DETAIL REFERENCE NO.

GRID LINE FACE OF STUD FACE OF MASONRY CENTER LINE OF COLUMN

101

DOOR NUMBER

101

WINDOW NUMBER

P-2

MATERIAL NAME / FINISH NAME

*

W-1 F-1

CEILING IDENTIFICATION ACT-1 +10'-0" NOTE

TYPICAL SITE DETAILS

CPT-1

CODE COMPLIANCE

FIXTURE / EQUIPMENT TYPE

OCCUPANCY GROUP

B / S-1

EXISTING COMMERCIAL

GRAPHIC NAME

CONSTRUCTION TYPE

V-B

EXISTING SPRINKLERED (NON-SEPARATED PER TABLE 508.4)

MATERIAL DESIGNATION

AP-1

HEIGHT REFERENCE

FDXSCXX-1

LEGAL DESCRIPTION

PROJECT ANNOTATION IDENTIFICATION

ROOM IDENTIFICATION (E) CUSTOMER LOBBY

WALL TYPE

2 ROOM NAME MATERIAL FINISH

2

B

REVISION / ADDENDUM NUMBER

PARCEL NO.

PROJECT TEAM

SITE SUMMARY TENANT IMPROVEMENT AREA AGENT / CUSTOMER AREA

1 KEYNOTE NUMBER TYP

TBD

TOTAL BUILDING HEIGHT

303 S.F. ± 35'-0"

(NO NEW S.F. ADDED) (EXISTING TWO STORY)

13. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING, CUTTING AND / OR INSTALLING MATERIAL, PRODUCT OR EQUIPMENT. IN THE EVENT OF ANY DISCREPANCIES, CONTACT THE ARCHITECT FOR WRITTEN AND / OR GRAPHIC DIRECTION PRIOR TO PROCEEDING WITH THAT WORK.

TENANT

VENDORS AND SUPPLIERS OFFICE INTERIORS OF MEMPHIS OBTAIN A QUOTE FOR EACH OFFICE, KATHIE CAN THEN PROCESS AN ORDER IN EPRO USING THE SPECIAL ITEM FEATURE AS NON-CATALOG ORDER FROM OFFICE INTERIORS OF MEMPHIS CONTACT: KATHIE WARD PHONE: (901) 372-0023 EMAIL: kward@oimemphis.com

ARCHITECT

BLAIR COMPANIES (signage) 5107 KISSELL AVENUE ALTOONA, PA 16601 CONTACT: TOM GLUNT MINDY RICO PHONE: (814) 283-2040 (814) 283-2165 EMAIL: tglunt@blaircompanies.com mrico@blaircompanies.com

VENDORS AND SUPPLIERS SPECTRUM LIGHTING & CONTROLS, INC. 1375 WEST BRIERBROOK ROAD GERMANTOWN, TN 38138 CONTACT: MICHAEL EARPS STEPHANIE LUTTRELL PHONE: (901) 590-1750 EMAIL: mike.earps@spectrumlightco.com stephanie.luttrell@spectrumlightco.com

14. CONTRACTOR SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS OR INFORMATION, CONTRACTOR SHALL NOTIFY THE ARCHITECT. FIGURED AND CALCULATED DIMENSION TAKE PRECEDENCE OVER SCALED MEASUREMENTS. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TYPICALLY TAKES PRECEDENCE OVER SMALLER SCALE DRAWINGS VERIFY WITH ARCHITECT. ALL PLAN DETAILS AND WALL SECTIONS ARE ASSUMED TO BE TYPICAL CONDITIONS UNLESS DETAILED OR NOTED OTHERWISE.

VICINITY MAP

DESCRIPTIVE SUMMARY OF WORK

THIS MAP IS REFERRED FROM GOOGLE MAPS WEBSITE THE WORK INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT TO BUILD, FINISH, AND PROVIDE ALL WORK FOR A PROPOSED RENOVATION OF EXISTING SHIPPING CENTER FOR THE OWNER. THE WORK SHALL INCLUDE ALL ITEMS REQUIRED AS SHOWN ON THE DRAWINGS. IN ADDITION ALL WORK ASSOCIATED WITH THE REPAIR / REPLACEMENT OF ANY PAVING, PARKING, WALKWAYS, PATIO SLAB, AND SITE UTILITIES TO THE BUILDING ARE TO BE PROVIDED IN THIS CONTRACT. ALL MECHANICAL EQUIPMENT AND SYSTEMS, ALL ELECTRICAL SYSTEMS, AND EQUIPMENT ARE TO BE INCLUDED FOR A COMPLETE OPERATING SYSTEM WITH COORDINATION AND INSTALLATION INCLUDED.

17. SITE SAFETY: EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND RELATED O.S.H.A. STANDARDS FOR THE PROTECTION AND SAFETY FOR THEIR EMPLOYEES ON SITE. THIS ARCHITECT WILL BE HELD HARMLESS BY FEDEX AND GENERAL CONTRACTOR AND RELATED AWARDED TRADES ON THIS PROJECT FOR ACCIDENTS OR INJURIES CAUSED OR ACCRUED ON THIS PROPERTY DURING THE PRE / ACTUAL / POST CONSTRUCTION PHASES OF THIS PROJECT. 18. CONTRACTORS WILL BE RESPONSIBLE FOR REMOVAL OF DEBRIS ACCUMULATED BY EACH TRADE. HOWEVER, EACH TRADE WILL KEEP THE JOB SITE CLEAN AND SAFE AT ALL TIMES, ALONG w/ A BROOM / VACUUM FINISH AT THE END OF EACH WORKING DAY.

INTERIOR: NEW INTERIOR PARTITION / DOOR / CARPET / CEILING TILE NEW CABINET / LIGHT FIXTURE / OUTLET AND SWITCHES NEW PAINT / GRAPHIC SIGNAGE

PROJECT SITE

21. ALL WEATHER - EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING AND EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF.

C COPYRIGHT 2019 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

EXTERIOR: NEW STRIPING - ADA PARKING AND COMPACT STALLS

N

NEW SIGNAGE - ADA PARKING

2018.10.10

FEDEX SHIP CENTER 3680 HACKS CROSS ROAD BUILDING H, 3rd FLOOR MEMPHIS, TN 38125-7713 CONTACT: ANGIE BAILEY PHONE: (901) 434-9083 FAX: (901) 434-8645 EMAIL: abailey@fedex.com

AMOR ARCHITECTURAL CORPORATION 9483 HAVEN AVENUE, SUITE 100 RANCHO CUCAMONGA, CA 91730 CONTACT: JUSTIN BARNEY, Project Manager PHONE: (909) 259-9971 FAX: (909) 944-8409 EMAIL: jbarney@AmorArch.com

12. EACH SUBCONTRACTOR WILL AMEND AND MAKE GOOD AT HIS OWN COST, ANY DEFECTS OR OTHER FAULTS IN HIS WORKMANSHIP AND / OR HIS SUPPLIED MATERIALS.

20. PAINT ALL WALL SURFACES, DOOR FRAMES, BULKHEADS AND CEILINGS IN ROOMS WHERE INDICATED ON ROOM FINISH SCHEDULE. PAINT BEHIND ALL MOVEABLE ITEMS ADJACENT TO WALLS RECEIVING PAINT AND RELOCATE ITEMS. ALL NEW PAINTING SHALL INCLUDE (1) ONE COAT PRIMER AND (2) TWO COATS OF PAINT.

CONSULTANT

F.O.M.

11. LAYOUT ALL PARTITIONS AND CABINETS BEFORE BEGINNING CONSTRUCTION TO PREVENT ERRORS BY DISCREPANCY. ALL DRYWALL PARTITIONS AND CABINETS WILL BE INSTALLED AS NOTED ON THE DRAWINGS. IF APPLICABLE, GENERAL CONTRACTOR MUST OBTAIN RESOLUTION FROM ARCHITECT FOR ANY DISCREPANCIES PRIOR TO CONSTRUCTION OF WALL PARTITIONS AND CABINETS.

19. TRANSITION OF DIFFERENT FLOORING MATERIALS AT DOORWAYS SHALL OCCUR AT CENTERLINE OF DOORS TYPICALLY.

ADA STANDARDS - ACCESSIBLE DESIGN PLAN EXISTING OVERALL SITE PLAN AND DEMOLITION PLAN ENLARGED NEW SITE PLAN (ACCESSIBILITY IMPROVEMENT)

FEDERAL: ALL ADA REQUIREMENTS ARE BASED ON THE FEDERAL 2010 STANDARDS FOR ACCESSIBILITY DESIGN

10. UNLESS NOTED OTHERWISE, ALL MATERIALS USED WILL BE NEW AND BEAR U.L. LABELS WHERE REQUIRED AND MEET APPROPRIATE N.E.M.A. OR OTHER INDUSTRY STANDARDS.

16. WEATHER CONDITIONS: CONTRACTOR(s) WILL PROTECT ALL PARTS OF THEIR WORK FROM WEATHER DAMAGE DUE TO FROST, RAIN, HEAT, ETC. AND WILL MAKE GOOD TO THE SATISFACTION OF THE ARCHITECT ANY PORTION OF THE WORK WHICH MAY HAVE BECOME DAMAGED.

TITLE SHEET, PROJECT INFORMATION, AND GENERAL NOTES

THESE PLANS ARE INTENDED TO COMPLY WITH ALL OF THE PROVISIONS SET FORTH BY THE 2012 TEXAS ACCESSIBILITY STANDARDS (TAS)

PROJECT SYMBOL IDENTIFICATION

WORK WILL BE COORDINATED WITH ALL TRADES IN ORDER TO AVOID INTERFERENCE AND AVOID OMISSIONS.

15. PROVIDE SUFFICIENT BLOCKING IN STUD WALLS TO SUPPORT ALL ITEMS OR EQUIPMENT SHOWN OR SPECIFIED TO BE ATTACHED TO THE WALLS. PROVIDE ADDITIONAL STRUCTURAL SUPPORT (ANGLES, CHANNELS, ETC.) WITHIN WALLS WHERE THE WEIGHT OF ATTACHED ITEMS OR EQUIPMENT IS TOO GREAT TO BE SUPPORTED

BY METAL STUDS. PROVIDE BLOCKING FOR OWNER FURNISHED OR INSTALLED ITEMS.

T1.1 T1.3 AS1.1 AS2.1 AS7.1

ACCESSIBILITY

GRID LINE IDENTIFICATION

A

SECTION / ELEVATION / FLOOR DATUM

PROJECT REFERENCE

3

CONTRACTOR IS RESPONSIBLE FOR THE MORE COSTLY RESOLUTION ON ALL CONFLICTING INFORMATION PRESENTED ON THE PLANS, OR BETWEEN THE EXISTING CONDITIONS AND THE PLANS.

BUILDING CODE

3680 HACKS CROSS ROAD BUILDING H, 3rd FLOOR MEMPHIS, TN 38125

1 2 3 4 5

DETAIL DESIGNATION

INTERIOR ELEVATION IDENTIFICATION

00 / AX.0

PROPOSED TENANT IMPROVEMENT / ALTERATION CONSTRUCTION OF AN (E) SHIPPING CENTER

CURRENT CODES

X AX.0 SHEET REFERENCE NO.

AX.0

PROPOSED USE

SECTION DETAIL IDENTIFICATION

X AX.0

2

REVISIONS

ENLARGED DETAIL IDENTIFICATION DETAIL DESIGNATION X AX.0 SHEET REFERENCE NO.

ACCEL GROUP, INC. 325 QUADRAL DRIVE WADSWORTH, OH 44281 CONTACT: APRIL FERGUSON PHONE: (330) 336-0317 x3408 EMAIL: AprilF@accelgrp.com

INTEGRATED SOLUTIONS 5174 AMERICAN WAY MEMPHIS, TN 38115 CONTACT: DAN STASER PHONE: (901) 362-5559 INTERIOR MANUFACTURING GROUP, INC. 974 LAKESHORE ROAD EAST MISSISSAUGA, ONTARIO L5E 1E4 CONTACT: SONIA FERGUSON PHONE: (416) 735-1041 EMAIL: SFerguson@imgmfg.com

INTERFACE FLOR CONTACT: CHRISTI HITCH PHONE: (901) 219-5746 EMAIL: christi.hitch@interfaceflor.com MANNINGTON (carpet) CONTACT: BO BROOKSBANK PHONE: (901) 237-9292 EMAIL: bo_brooksbank@mannington.com METTLER-TOLEDO, INC. 101-C N. GREENVILLE AVENUE PMB 279 ALLEN, TX 75002 CONTACT: BOB NEFF PHONE: (972) 727-8669

STAMP

SIGN RESOURCE IDENTITY GROUP 6135 DISTRICT BOULEVARD MAYWOOD, CA 90270 CONTACT: DAVID SINDELAR PHONE: (816) 304-7327 VELOCITY, INC. (signage) 530 VAIDEN DRIVE HERNANDO, MS 38632 CONTACT: TIM WALKER PHONE: (662) 449-4026 x25 MARKETING ALLIANCE GROUP 2830 N. TUG GAP ROAD DALTON, GA 30722 CONTACT: WILLIAM VALENTINE PHONE: (706) 529-5372 EMAIL: William.Valentine@mktalliance.com

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

REVISIONS

CORNELL STOREFRONT SYSTEMS 140 MAFFET STREET, SUITE 200 WILKES-BARRE, PA 18705-1003 CONTACT: CHRISTOPHER SLOCUM PHONE: (800) 882-6773 ext. 520 HYTROL CONVEYOR COMPANY, INC. 2020 HYTROL STREET JONESBORO, AR 72401 PHONE: (870) 935-3700 IMPACT SPECIALTIES (acrovyn) 4005 ROYAL DRIVE SUITE 300 KENNESAW, GA 30144 CONTACT: TONNIE TANNER PHONE: (888) 424-6287

(NOT FOR CONSTRUCTION)

DBL. DEG. or ° DET. DIA. or Ø DIAG. DIM. DS. DWG.(S)

M.S.B. MTD. MTL.

2.

ELEVATION IDENTIFICATION

TITLE SHEET, PROJECT INFORMATION AND GENERAL NOTES

CONDUIT CENTER LINE CABINET CEMENTITIOUS BACKER BOARD CORE DRILL CERAMIC CONTROL JOINT (COLD JOINT) CEILING CAULKING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONSTRUCTION CONSTRUCTION JOINT CONTINUOUS CONTRACTOR COMPACTED / COMPACTION CERAMIC TILE

MATERIAL MAXIMUM / MINIMUM MACHINE BOLT MEZZANINE MISCELLANEOUS MASONRY OPENING MODULAR PANELBOARD SYSTEM MAIN SWITCH BOARD MOUNTED METAL

ALL CONTRACTORS AND SUBCONTRACTORS WILL THOROUGHLY FAMILIARIZE THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS AND WILL VERIFY EXISTING SITE AND CONDITIONS PRIOR TO SUBMITTING A BID. ALL SUBCONTRACTORS WILL PROVIDE ALL LABOR, SUPERVISION, AND MATERIALS OF EVERY TYPE WHICH MAY BE NECESSARY FOR A SUCCESSFUL COMPLETION. ALL WORK TO BE PERFORMED IN A GOOD AND WORKMANLIKE MANNER ACCORDING TO THE TRUE INTENT AND MEANING OF THE DRAWINGS AND SPECIFICATIONS.

SHEET TITLE

C C.L. or CL CAB. C.B.B. C.D. CER. C.J. CLG. CLKG. CLR. C.M.U. COL. CONC. CONN. CONST. CONST. JT. CONT. CONTR. COMP C.T.

MAT'L. MAX. / MIN. M.B. MEZZ. MISC. M.O. M.P.S.

1.

SHEET INDEX

17855 JFK BOULEVARD HOUSTON, TX 77032

BOARD BLOCKING BOUNDARY NAIL BEAM BOTTOM OF CEILING BOTTOM OF JOIST BUILT-UP ROOFING BOTTOM

ANGLE LAMINATED LAVATORY POUND(S) LONG LIGHT

PROJECT INFORMATION

SYMBOL AND LEGEND

VOLUNTARY ACCESSIBLE PARKING UPGRADES

BD. BLK'G B.N. BM. B.O.C. B.O.J. B.U.R. BOTT. or (B)

L LAM. LAV. LB(S). or # LG. LT.

CLIENT

FEDEX SHIP CENTER

ANCHOR BOLT ABOVE ASPHALTIC CONCRETE ALUM. COMPOSITE METAL PANEL ACOUSTIC CEILING PANEL ABOVE FINISH FLOOR ALUMINUM ABRASIVE QUARRY TILE ARCHITECT OF RECORD ARCHITECTURAL

www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

PROJECT LOCATION

A.B. ABV. A.C. ACM A.C.P. A.F.F. ALUM. A.Q.T. AOR ARCH.

P. 909.259.9971 | F. 909.944.8409

DATE 2019.07.08 PROJECT NUMBER A2130

SHEET NUMBER

T1.1

DESIGN REVIEW 01: FY19

Plotted: 7/3/2019 5:44 PM (vlu) File: 01_a2130_t1.1_title sheet.dwg

(NOT ALL ABBREVIATIONS MAY BE USED IN THIS DOCUMENT)

GENERAL NOTES

F.O.S.

ABBREVIATIONS

RANCHO CUCAMONGA, CA 91730

60 INCHES

36 INCHES

HINGE

PULL

54 INCHES

42 INCHES 1

LATCH

PULL

48 INCHES

2

LATCH

PUSH

42 INCHES

2

1.

2.

3.

4.

MEASURED CENTER TO CENTER

42 INCHES

22 INCHES 3, 4

FIGURE 308.2.1 UNOBSTRUCTED FORWARD REACH

24 INCHES

ADD 6" IF CLOSER AND LATCH ARE PROVIDED. TABLE 404.2.3.1 ADD 6" IF CLOSER IS PROVIDED. ADD 12" BEYOND LATCH IF CLOSER AND LATCH ARE PROVIDED. BEYOND HINGE SIDE

1.

2.

DISTANCE BETWEEN DOTS IN THE SAME CELL SINGLE BRAILLE CELL

NOTES: 1.

DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND 2.

DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MINIMUM

DISTANCE BETWEEN DOTS IN THE SAME CELL

ACCESSIBLE DOOR CLEARANCES

SCALE N.T.S.

15

1/4" MAX.

24" MIN

3680 HACKS CROSS ROAD BUILDING H, 3rd FLOOR MEMPHIS, TN 38125 CONSULTANT

6"

3.

ALCOVES SHALL BE 60" WIDE MINIMUM WHERE THE DEPTH EXCEEDS 15".

SCALE

MANEUVERING

N.T.S.

6"

CL

BUILDING ENTRY SIGNAGE (SECURE TO STOREFRONT GLASS W/ ADHESIVE). PROVIDE PLASTIC BACKING ON OTHER SIDE OF GLASS FOR COVERAGE. ADHESIVE SHALL BE COMPATIBLE W/ GLASS APPLICATION. BLUE BACKGROUND COLOR 15090 OF FEDERAL STANDARD NUMBER 595B

60" A.F.F.

FIGURE 304.3 (b) T- SHAPED TURNING SPACE

DOOR / OPENING FRAME

1/4" MAX. 1/2" MAX.

FIGURE 305.7 ALCOVE PARALLEL APPROACH

WHITE INTERNATIONAL SYMBOL OF ACCESSIBILITY

FIGURE 11B-703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY

6

BUILDING ENTRY SIGN

SCALE N.T.S.

2

4" TACTILE EXIT SIGN EXIT

6" MAX. TOE CLEARANCE (a) elevation FIGURE 306.2 8" MIN

FIGURE 308.2.2 OBSTRUCTED HIGH FORWARD REACH

EXIT

17"-25" (b) plan

WHITE INTE RNA TIONAL OF ACCES SIBI LITY

TOE CLEARANCE 48" MIN.

WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48" MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15" MINIMUM ABOVE THE FINISH FLOOR OR GROUND.

11" MIN

WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48" MAXIMUM WHERE THE REACH DEPTH IS 20" MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20", THE HIGH FORWARD REACH SHALL BE 44" MAXIMUM AND THE REACH DEPTH SHALL BE 25" MAXIMUM.

SCALE N.T.S.

25" MAX FIGURE 306.3 KNEE CLEARANCE

(a) elevation

2.

(b) plan

11B-703.2.2 CASE CHARACTERS SHALL BE UPPERCASE.

SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR GROUND AND 9" ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED TOE CLEARANCE. SPACE UNDER AN ELEMENT BETWEEN 9" AND 27" ABOVE FINISH FLOOR OR GROUND SHALL BE CONSIDERED KNEE CLEARANCE.

11 TOE & KNEE CLEARANCE

RAISED GRADE 2 BRAILLE: "EXIT"

11B-703.2.1 DEPTH RAISED CHARACTERS SHALL BE 1/32 INCH (0.8 mm) MINIMUM ABOVE THEIR BACKGROUND.

NOTES: 1.

SYMB OL

NOTES: TACTILE EGRESS SIGNAGE (SECURE TO STOREFRONT GLASS W/ ADHESIVE). PROVIDE PLASTIC BACKING OVER OTHER SIDE OF GLASS FOR COVERAGE. ADHESIVE SHALL BE COMPATIBLE w/ GLASS APPLICATION.

11B-703.2 RAISED CHARACTERS. RAISED CHARACTERS SHALL COMPLY WITH SECTION 11B-703.2 AND SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH SECTION 11B-703.3. RAISED CHARACTERS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 11B-703.4.

SCALE N.T.S.

7

4" MAX

DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW

CLIENT

12" MIN

ALCOVES SHALL BE 36" WIDE MINIMUM WHERE THE DEPTH EXCEEDS 24".

(b)

FORWARD REACH

POWER-OPERATED DOORS. WHERE MEANS OF EGRESS DOORS ARE OPERATED BY POWER, SUCH AS DOORS WITH A PHOTOELECTRIC-ACTUATED MECHANISM TO OPEN THE DOOR UPON THE APPROACH OF A PERSON, OR DOORS WITH POWER-ASSISTED MANUAL OPERATION, THE DESIGN SHALL BE SUCH THAT IN THE EVENT OF POWER FAILURE, THE DOOR IS CAPABLE OF BEING OPENED MANUALLY TO PERMIT MEANS OF EGRESS TRAVEL OR CLOSED WHERE NECESSARY TO SAFEGUARD MEANS OF EGRESS. THE FORCES REQUIRED TO OPEN THESE DOORS MANUALLY SHALL NOT EXCEED THOSE SPECIFIED IN SECTION 1008.1.2, 2006 IBC, EXCEPT THAT THE FORCE TO SET THE DOOR IN MOTION SHALL NOT EXCEED 50 POUNDS (220 N). THE DOOR SHALL BE CAPABLE OF SWINGING FROM ANY POSITION TO THE FULL WIDTH OF THE OPENING IN WHICH SUCH DOOR IS INSTALLED WHEN A FORCE IS APPLIED TO THE DOOR ON THE SIDE FROM WHICH EGRESS IS MADE. FULL-POWER-OPERATED DOORS SHALL COMPLY WITH (BUILDERS HARDWARE MANUFACTURERS ASSOCIATION) ANSI / BHMA A156.10.

POWER-ASSISTED AND LOW-ENERGY DOORS SHALL COMPLY w/ BHMA A156.19.

48" MIN.

NOTES:

24 INCHES

MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS DISTANCE BETWEEN DOTS IN ADJACENT CELLS

36" MIN CLEAR

32" MIN CLEAR 60" MIN. (a)

9.

www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

STAMP

11B-703.2.3 STYLE CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. 11B-703.2.5 CHARACTER HEIGHT CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8 INCH MINIMUM AND 2 INCHES MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I".

11B-703.3 BRAILLE. BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH SECTIONS 11B-703.3 AND 11B-703.4.

(NOT FOR CONSTRUCTION)

PULL

TEST DOORS FOR DOOR OPENING FORCE AND CLOSING SPEED WITH AIR CONDITIONING AND OTHER FORMS OF MECHANICAL PRESSURIZATION TURNED ON AND ALSO WHEN TURNED OFF.

P. 909.259.9971 | F. 909.944.8409

ADA STANDARDS ACCESSIBLE DESIGN PLAN

HINGE

3

12" MIN

>20"-25" MAX

20" MAX

8.

1'-0"

THE TURNING SPACE SHALL BE A T-SHAPED SPACE WITHIN A 60" SQUARE MINIMUM WITH ARMS AND BASE 36" WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12" MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24" MINIMUM. THE TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306 ONLY AT THE END OF EITHER THE BASE OR ONE ARM.

10

DOOR OPENING FORCE. THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5 POUNDS (22 N). FOR REQUIRED FIRE DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15-POUND (67 N) FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30-POUND (133 N) FORCE. THE DOOR SHALL SWING TO A FULL-OPEN POSITION WHEN SUBJECTED TO A 15-POUND (67 N) FORCE.

SHEET TITLE

0 INCHES

(b)

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730

17855 JFK BOULEVARD HOUSTON, TX 77032

48 INCHES

INTERIOR DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70-DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5-SECONDS MINIMUM.

VOLUNTARY ACCESSIBLE PARKING UPGRADES

PUSH

6.

4"

FRONT

INTERIOR DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90-DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12-DEGREES SHALL BE 5 SECONDS MINIMUM.

60" MAX. A.F.F.

18 INCHES

5.

36" MIN

9" MIN A.F.F.

60 INCHES

PUSH

PARALLEL TO DOORWAY (beyond latch side unless noted)

N.T.S.

(a)

44" MAX

PULL

ALL NEW CONSTRUCTION MUST COMPLY WITH DIMENSIONS AS DENOTED ON THESE CONSTRUCTION DOCUMENTS AND WITH THE ADA. DIMENSIONS WITHIN A SPECIFIED DIMENSIONAL "RANGE" MUST BE LESS-THAN THE MAXIMUM DIMENSIONAL RANGE OR GREATER THAN THE MINIMUM DIMENSIONAL RANGE. IN OTHER WORDS, NEW CONSTRUCTION SHALL NOT BE EQUAL TO EITHER THE MAXIMUM OR MINIMUM DIMENSIONS, BUT SHALL BE LESS THAN THE MAXIMUM AND GREATER THAN THE MINIMUM. MAXIMUM SLOPES FOR NEW RAMPS SHALL BE (1) ONE VERTICAL TO 13 HORIZONTAL MAXIMUM. DESIGN INTENT OF THE ARCHITECT IS TO PROVIDE REASONABLE DIMENSIONAL TOLERANCES, ENSURE COMPLIANCE WITH THE ADA, AND TO SIMPLIFY AND EXPEDITE THE CONSTRUCTION PROCESS. CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR NON-COMPLIANCE WITH THIS NOTICE. CONTRACTOR TO NOTIFY THE ARCHITECT PRIOR TO BIDDING OF ANY QUESTIONS OR CONCERNS RELATING TO THIS MATTER.

FEDEX SHIP CENTER

DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW 1

FRONT

4.

MIFCE

PROJECT LOCATION

DOT HEIGHT

DOOR OR GATE

HINGE

CLEAR WIDTHS

60" MIN

2.

27" MIN

DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS 1

APPROACH DIRECTION

SCALE

48" MAX

DISTANCE BETWEEN TWO DOTS IN THE SAME CELL

0.059 TO 0.063 0.090 TO 0.100 0.241 TO 0.300 0.025 TO 0.037 0.395 TO 0.400

PERPENDICULAR TO DOORWAY

1.

(c) Push Side, Door Provided with Both Closer and Latch

MINIMUM MANEUVERING CLEARANCE

5

N.T.S.

NOTES:

AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60" SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200' MAXIMUM. PASSING SPACES SHALL BE EITHER: 60" MINIMUM BY 60" MINIMUM; OR, AN INTERSECTION OF TWO WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING WITH FIGURE 304.3.2 WHERE THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND 48" MINIMUM BEYOND INTERSECTION.

15" MIN 48" MAX

MINIMUM IN INCHES MAXIMUM IN INCHES

WHEN GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL.

48" MIN. A.F.F.

4.

(a) Pull Side (b) Push Side

1/2" MAX.

1/4" MAX.

48" MIN

X > 8"

48" MIN

X > 8"

X > 8"

MIN

12"' MIN

36" MIN

FIGURE 305.7 ALCOVE FORWARD APPROACH

WHERE THE CLEAR WIDTH AT THE TURN IS 60" MINIMUM COMPLIANCE WITH NOTE 2 SHALL NOT BE REQUIRED.

MANEUVERING CLEARANCE AT RECESSED DOORS

DOT BASE DIAMETER

11B-703.3.1 DIMENSIONS AND CAPITALIZATION BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY w/ TABLE 11B-703.3.1 11B-703.4 INSTALLATION HEIGHT AND LOCATION SIGNS WITH TACTILE CHARACTERS SHALL COMPLY WITH SECTION 11B-703.4.

MINIMUM MANEUVERING CLEARANCE APPROACH DIRECTION

PERPENDICULAR TO DOORWAY

PARALLEL TO DOORWAY (beyond stop or latch side unless noted)

FROM FRONT

48 INCHES

0 INCHES

FROM NON-LATCH SIDE

42 INCHES

22 INCHES

42 INCHES

2.

1

24 INCHES TABLE 404.2.3.2

1.

SIGNS / BRAILLE

N.T.S.

20

BEYOND POCKET / HINGE SIDE.

ACCESSIBLE DOOR CLEARANCES

SCALE N.T.S.

16

X > 27"

X ≥ 80" A.F.F.

46" MAX.

34"

48" MAX.

MAX.

34"

MAX.

> 10"-24" MAX (b)

4" MAX

FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS

FIGURE 308.3.2 OBSTRUCTED HIGH SIDE REACH

SIGN

UN LIMITED

NOTES: 1.

FROM LATCH SIDE

SCALE

FIGURE 308.3.1 UNOBSTRUCTED SIDE REACH

MAX (a)

4" MAX

11B-703.4.2 LOCATION WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDE AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM BY 18 INCHES MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. WHERE PERMANENT IDENTIFICATION SIGNAGE IS PROVIDED FOR ROOMS AND SPACES THEY SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE ENTERS THE ROOM OR SPACE. SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE.

WHERE A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE EDGE OF THE CLEAR FLOOR SPACE IS 10 INCHES MAXIMUM FROM THE ELEMENT, THE HIGH SIDE REACH SHALL BE 48" MAXIMUM AND THE LOW SIDE REACH SHALL BE 15" MINIMUM. WHERE A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34" MAXIMUM ABOVE THE FLOOR AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24" MAXIMUM. THE HIGH SIDE REACH SHALL BE 48" MAXIMUM ABOVE THE FLOOR FOR A REACH DEPTH OF 10" MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 10", THE HIGH SIDE REACH SHALL BE 46" MAXIMUM ABOVE THE FLOOR FOR A REACH DEPTH OF 24" MAXIMUM.

SIDE REACH

SCALE N.T.S.

C COPYRIGHT 2019 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

12

4" MAX

4" MAX

(a)

X >12"

X > 12"

(b)

UN LIMITED

REVISIONS

11B-703.5 VISUAL CHARACTERS SHALL COMPLY WITH SECTION 11B-703.5.

11B-703.5.1 FINISH AND CONTRAST CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND.

X>12"

11B-703.6 PICTOGRAMS PICTOGRAMS SHALL COMPLY WITH SECTION 11B-703.6.

POST

11B-703.6.1 PICTOGRAM FIELD PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MINIMUM. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD.

FIGURE 307.3 POST MOUNTED PROTRUDING OBJECTS

PROTRUDING OBJECTS

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

SCALE N.T.S.

8

BUILDING EXIT SIGN

SCALE N.T.S.

4

DATE 2019.07.08 PROJECT NUMBER A2130

SHEET NUMBER

T1.3

DESIGN REVIEW 01: FY19

MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS

BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH (9.5 MM) MINIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS.

48" MAX.

42" MIN

MAX

FIGURE 404.2.3.3

10"

> 80"

BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 703.3.1. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS

10"

11B-703.4.1 HEIGHT ABOVE FINISH FLOOR OR GROUND. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS.

>27" AND <80"

2.

(c) Stop or Latch Approach

A.F.F.

BRAILLE SHALL BE CONTRACTED (GRADE 2)

MIN

27" MAX

1.

(b) Pocket or Hinge Approach

24"

>27"-80" A.F.F.

FIGURE 703.4.3 BRAILLE MEASUREMENT

BLANK CELL SPACE BETWEEN WORDS

(a) Front Approach

MIN

15" MIN

NO RAISED DOT

22"

42" MIN

48" MIN

RAISED DOT

DOT DIAMETER

Plotted: 7/3/2019 5:44 PM (vlu) File: 03_a2130_t1.3_ada stnd.dwg

WHERE THE ACCESSIBLE ROUTE MAKE A 180 DEGREE TURN AROUND AN ELEMENT WHICH IS LESS THAN 48" WIDE, CLEAR WIDTH SHALL BE 42" MINIMUM APPROACHING THE TURN, 48" MINIMUM AT THE TURN AND 42" MINIMUM LEAVING THE TURN.

3.

SCALE

9" MIN A.F.F.

2.

THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32" MINIMUM FOR A LENGTH OF 24" MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48" LONG MINIMUM AND 36" WIDE MINIMUM.

A.F.F.

(b) Side Approach

MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS

TYPE OF USE

3.

32" MIN CLEAR

36" MIN CLEAR 1.

FIGURE 404.2.3.3

18"

3.

60" MIN

FIGURE 403.5.1 CLEAR WIDTH AT TURN

42" MIN (a) Front Approach

TABLE 703.4.3 BRAILLE DIMENSIONS

1.

(b) 180 degree turn (Exception)

NOTES:

FIGURE 404.2.3.4

MEASUREMENT RANGE

FLOOR / GROUND SURFACE

MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS

RAISED CHARACTERS SHALL BE DUPLICATED IN BRAILLE. RAISED CHARACTERS SHALL BE 1/32 INCH (0.8 MM) MINIMUM ABOVE THEIR BACKGROUND. CHARACTERS SHALL BE UPPERCASE CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8 INCH (16 MM) MINIMUM, AND 2 INCH MAXIMUM. THE STROKE WIDTH SHALL BE 15 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I" MEASURED AT THE TOP SURFACE OF THE CHARACTER, AND 30 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I" MEASURED AT THE BASE OF THE CHARACTER. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/8 INCH (3.2 MM) MINIMUM MEASURED AT THE TOP SURFACE OF THE CHARACTERS, 1/16 INCH MINIMUM MEASURED AT THE BASE OF THE CHARACTERS AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM. CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS 3/8 INCH (9.5 MM) MINIMUM. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE RAISED CHARACTER HEIGHT.

GRATINGS LOCATED IN WALKING SURFACES HAVE GRID OPENINGS A MAXIMUM OF 1/2" WIDE IN ONE DIRECTIONS.

STRIKE SIDE EDGE OF

FIGURE 404.2.3.1

2.

7.

HOUSTON METRO - TX

2019.01.01

GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES INCLUDING FLOORS, WALKS, RAMPS, STAIRS AND CURB RAMPS ARE STABLE, FIRM AND SLIP RESISTANT.

60" MIN

WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE REQUIRED AT SIGNS, EITHER ONE SIGN WITH BOTH VISUAL AND TACTILE CHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, AND ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED.

CHANGES IN LEVEL BETWEEN 1/4" HIGH AND 1/2" HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2.

36" MIN 36" MIN CLEAR CLEAR X < 48"

(a) 180 degree turn (g) Latch Approach, Push Side * 48" min if closer is provided

3.

30" MIN

SIGNS

CHANGES IN LEVEL OF 1/4" HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL.

30" MIN

(f) Latch Approach, Pull Side * 54" min if closer is provided

42" MIN 42" MIN CLEAR CLEAR X < 48"

2.

X>15"

MIN

CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE 1/2" MAXIMUM IN HEIGHT. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH 303, CHANGES IN LEVEL.

X>24"

48" MIN *

17

MIN

48" MIN

N.T.S.

60" MIN

ACCESSIBLE DOORS IN A SERIES

42" MIN*

(e) Hinge Approach, Push Side * If both closer and latch are provided ** 48" min if both closer and latch provided

24"'

FIGURE 303.2 VERTICAL CHANGE IN LEVEL

22" MIN 1.

24"

FIGURE 303.3 BEVELED CHANGE IN LEVEL

L O C A T I O N ID

1.

FIGURE 302.2 CARPET PILE HEIGHT

(d) Hinge Approach, Pull Side

SCALE

24" MAX

36" MIN

12" MIN *

48" MIN.

DOOR WIDTH

42" MIN

48" MIN CLEAR

FIGURE 403.5 CLEAR WIDTH AT ACCESSIBLE ROUTE

42" MIN **

54" MIN

(b)

FIGURE 404.2.5 NOTE: THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48" MINIMUM U.N.O. PLUS WIDTH OF DOORS OR GATES SWINGING INTO THE SPACE

2.

60" MIN

(c) Hinge Approach, Pull Side

(c)

1.

24" MAX

(b) Front Approach, Push Side * If both closer and latch are provided

60" MIN.

48" MIN.

48" MIN

60" MIN

DOOR WIDTH 48" MIN.

(a)

MIN

36" MIN

(a) Front Approach, Pull Side * 24" At Exterior Door

DOOR WIDTH

60" MIN.

60" MIN.

60" MIN.

12" MIN*

18" *

ACCESSIBILITY NOTES

2 1

GENERAL NOTES

L O C A T I O N ID HOUSTON METRO - TX

J O H N

(E) FEDEX LOADING AREA

THIS SITE PLAN WAS DRAWN FROM RECORD INFORMATION AND DOES NOT CONSTITUTE A SURVEY OF THE PROPERTY. THE IMAGE IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION OF ANY ADA IMPROVEMENTS SHOWN HEREIN.

MIFCE

F .

Y K E N N E D

DEMOLITION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE LANDLORD, CITY, STATE AND FEDERAL SAFETY REQUIREMENTS.

2.

GENERAL CONTRACTOR (G.C.) AND SUB-CONTRACTOR SHALL PROCURE ALL CITY AND STATE PERMITS AND LICENSES AND PAY ALL CHARGES AND FEES UNLESS SPECIFIED OTHERWISE.

EXISTING LANDSCAPE AREA

R O A D

3.

12

9

G

J O

4.

www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

DISCONNECTION OF SERVICES: G.C. TO COORDINATE WITH FEDEX VENDORS TO DISCONNECT AND RECONNECT ALL COMPUTER AND PHONE HARDWARE.

H

R

9

P. 909.259.9971 | F. 909.944.8409

O

N

5.

17

F

A

.

D K

E

10

CONSULTANT

N

10

N

E

12

6.

D Y S

EXISTING LANDSCAPE AREA

E R

V

COORDINATE ANY DEMOLITION REQUIREMENTS AND PROVISIONS WITH THE ARCHITECT PRIOR TO BEGINNING ANY WORK. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY UNFORESEEN HAZARDS ARE DISCOVERED PRIOR TO COMPLETION OF DEMOLITION.

8.

GENERAL CONTRACTOR SHALL NOT DEMOLISH ANY LOAD BEARING WALLS AND CONSTRUCTION THAT WILL COMPROMISE THE FULL STRUCTURAL INTEGRITY OF THE EXISTING SPACE AND BUILDING. G.C. IS RESPONSIBLE TO NOTIFY ARCHITECT IMMEDIATELY OF ANY STRUCTURAL CONCERNS DURING DEMOLITION AND / OR CONSTRUCTION WORK.

9.

REMOVE ALL SITE FINISHES AS SCHEDULED FOR REMOVAL, PREPARE SITE FOR INSTALLATION OF NEW SITE MATERIAL PER MANUFACTURERS' RECOMMENDATIONS.

E

R O

A D

ADJACENT PROPERTY

DEMOLITION: UNLESS NOTED OTHERWISE, NO ALTERATION OF THE LANDLORD's BUILDING STRUCTURE IS ALLOWED. OPERATIONAL PROCEDURES SHALL BE OPTIONAL AT THE G.C.'s DISCRETION AS LONG AS THE PROCEDURES DO NOT DELAY THE APPROVED WORK SCHEDULE OR COMPROMISE SALVAGE REQUIREMENTS.

7.

I C

9

3680 HACKS CROSS ROAD BUILDING H, 3rd FLOOR MEMPHIS, TN 38125

EXISTING SERVICES THAT WILL BE DISRUPTED BY CONSTRUCTION WORK SHALL BE RE-ROUTED AS NECESSARY TO PROVIDE TEMPORARY CONTINUATION OF SERVICE. DISCONNECTED SERVICES SHALL BE PLUGGED AND SEALED IN SAFE AND APPROVED MANNER AT ALL TIME.

SCALE

EXISTING OVERALL SITE PLAN

EXISTING BUILDING (FEDEX)

AREA OF ALTERATION WITHIN (E) BUILDING

6

1" = 50'-0"

FEDEX SHIP CENTER

10. REFER TO THE SCOPE OF NEW WORK IN THE DRAWINGS FOR ANY SITE UTILITY EQUIPMENT, ETC. ENCOUNTERED DURING DEMOLITION NOT SHOWN ON THESE PLANS. NOTIFY ARCHITECT OF ANY ABANDONED ANDNOT USED (E) EQUIPMENTS, ETC. CLEAN UP: 11. PROVIDE TRASH CONTAINER AS REQUIRED AT LOCATION TO SUIT LANDLORD AND FEDEX's REQUIREMENT. REMOVE DEBRIS DAILY AND HAUL AWAY FROM THE SITE AT TIME CONVENIENT TO LANDLORD AND / OR FEDEX. 12. GENERAL CONTRACTOR (AND SUB-CONTRACTOR) SHALL LEAVE THE AREA OF WORK AND AREAS AFFECTED BY WORK IN A CLEAN CONDITION, SATISFACTORY TO LOCAL AUTHORITIES AND THE ARCHITECT. WHERE APPLICABLE, THE G.C. SHALL REPAIR ANY ADJACENT TENANT PARKING STALL, LANDSCAPES, HARDCAPES, SITE WALKWAY, SIGNAGE, LIGHT FIXTURES, FENCE / GATE, WALLS STRUCTURE, ETC., TO THE SATISFACTION OF INVOLVED PARTIES DAMAGED BY THE DEMOLITION OR CONSTRUCTION PROCESS.

13. ALL REMOVED MATERIALS, NOT OTHERWISE DESIGNATED, AND ALL DEBRIS BECOME THE PROPERTY OF THE CONTRACTOR, WHO SHALL REMOVE THEM FROM THE SITE AND SALVAGE / RECYCLE ACCORDING TO FEDEX's PROTOCOL.

(E) LANDSCAPE AREA

14. PROVIDE A SMOOTH, NEAT, CONTINUOUS APPEARANCE WHERE DEMO WORK MEETS ADJACENT (E) WORK. REMOVE (E) FINISHES AS REQUIRED FOR NEW FINISHES.

7 DROP BOX

(E) LANDSCAPE AREA

8 (E) 1.7% SLOPE

(E) LANDSCAPE AREA

ENTRY 2

2

2

2

2 (E) RAISED CURB, TYP.

(E) 8% SLOPE

6

(E) 8% SLOPE

(E) 8% SLOPE

6

6

(E) 8% SLOPE

(E) RAISED CURB, TYP.

6

5

6

9

6

TYP. 1

TYP. 1

TYP. 1

"

8

9

10

TYP. 1

TYP. 1

11

12

Plotted: 7/3/2019 5:44 PM (vlu) File: 04_a2130_as1.1_site plan.dwg

(E) ACCESSIBLE PARKING TO BE REMOVED

(E) ACCESSIBLE PARKING TO BE REMOVED

(E) CUSTOMER PARKING STRIPING TO BE REMOVED

(E) CUSTOMER PARKING STRIPING TO BE REMOVED

(E) DRIVE AISLE

9

4

(E) ADDRESS SIGN TO REMAIN

5

(E) CURB AND SIDEWALK REMOVE PORTION AS REQUIRED (SHOWN DASHED)

6

(E) CURB RAMP REMOVE AS REQUIRED (SHOWN DASHED)

7

(E) CART CORRAL TO REMAIN

8

(E) DROP BOX TO REMAIN

9

(E) LANDSCAPE REMOVE AS REQUIRED AS SHOWN, FOR FUTURE ACCESSIBLE ROUTE. (TBD)

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

(E) LANDSCAPE AREA

TYP. 1 3

(E) CUSTOMER PARKING STRIPING TO BE REMOVED

(E) MOTORCYCLE PARKING SIGN REMOVE AS REQUIRED

-1

7

3

(E) RAISED CURB, TYP.

6'-1"

5

(E) ACCESSIBLE PARKING SIGN REMOVE AS REQUIRED

6'

4

(E) 3% SLOPE

(E) 3% SLOPE

3

(E) 3% SLOPE

(E) 3% SLOPE 2

2

4

5

1

(E) STRIPING AND SIGN REMOVE AS REQUIRED (SHOWN DASHED)

STAMP

6'-1"

(E) 8% SLOPE

1

PROJECT LOCATION

KEYNOTES

(NOT FOR CONSTRUCTION)

U

(E) FENCE AND GATE

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730

REVISIONS

3

(E) ACCESSIBLE PARKING TO BE REMOVED

(E) MONUMENT SIGN

DATE 2019.07.08 PROJECT NUMBER A2130

N

DESIGN REVIEW 01: FY19

T

(E) FEDEX LOADING AREA

SITE INVESTIGATION: THE G.C. (AND SUB-CONSTRACTOR) SHALL VISIT THE SITE TO DETERMINE THE FULL EXTENT OF ALL THE WORK AND ANY OTHER MATTERS THAT, IN ANY WAY, MAY AFFECT THE WORK. FAILURE OF THE G.C. (AND SUB-CONTRACTOR) TO FAMILIARIZE HIMSELF WITH ALL AVAILABLE INFORMATION CONCERNING CONDITIONS WILL NOT RELIEVE HIM FROM FULL RESPONSIBILITY FOR ANY EXCESS IN THE COST OF THE WORK. IMMEDIATELY UPON COMPLETION OF DEMOLITION, ALL CONDITIONS AND DIMENSIONS ARE TO BE CHECKED FOR DISCREPANCIES. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ARCHITECT. ANY UNNOTED EXISTING CONDITIONS WHICH MAY CONFLICT WITH THE PROPOSED OF NEW WORK AND MAY REQUIRE MODIFICATION, RE-LOCATION OR REMOVAL SHALL BE IDENTIFIED AND REPORTED TO THE ARCHITECT IMMEDIATELY.

OVERALL (E) SITE PLAN

DROP BOX

1.

SHEET TITLE

AREA OF ALTERATION WITHIN (E) BUILDING

CODES AND STANDARDS:

17855 JFK BOULEVARD HOUSTON, TX 77032

EXISTING LANDSCAPE AREA

VOLUNTARY ACCESSIBLE PARKING UPGRADES

8 -

DEMOLITION - GENERAL NOTES

E S E R V I C

EXISTING BUILDING (FEDEX)

SHEET NUMBER 1

2

3

4

5

6

7

8

9

ENLARGED PARTIAL SITE PLAN - DEMOLITON PLAN C COPYRIGHT 2019 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

SCALE 1/8" = 1'-0"

8

AS1.1

L O C A T I O N ID

GENERAL NOTES

EXISTING BUILDING (FEDEX)

KEYNOTES

DROP BOX

ENTRY

(N) INTERNATIONAL SYMBOL OF ACCESSIBILITY. PAINTED HIGHWAY BLUE

2

(N) "NO PARKING" WORDING. MINIMUM 12" HIGH LETTER. PAINTED HIGHWAY WHITE ON THE GROUND VISIBLE AT NEW ACCESSIBLE PARKING AISLE

3

(N)STRIPING. CROSS LINES AT 3'-0" O.C. MAX. PAINTED HIGHWAY BLUE COLOR CONTRASTING w/ THAT OF THE ACCESSIBLE SURFACE AISLE

4

(E) THRESHOLD AT ENTRY DOOR. FIELD VERIFY REPLACE IF NECESSARY

5

FUTURE PATH OF TRAVEL (SHOWN DASHED w/ DIRECTIONAL ARROW)

9483 HAVEN AVENUE, SUITE 100

8 (N) CONCRETE WHEEL STOP PER CITY's STANDARD AS7.1 5 6 7 (N) ACCESSIBLE PARKING SIGNS AS7.1 AS7.1 AS7.1

RANCHO CUCAMONGA, CA 91730

6 7 (N) 6'-7"

5

8

(N) 10'-10"

6 TYP.

(N) 9'-5"

11 5

4

8

7

11

12

(N) ASPHALT PAVEMENT AT ACCESSIBLE PARKING AND AISLE. SLOPES AT 2.0% MAX. IN EACH DIRECTION

CLIENT

3 AS7.1

9

(N) ACCESSIBLE CURB CONCRETE RAMP

10

(N) SITE "UNAUTHORIZED PARKING" SIGN AT DRIVEWAY ENTRANCE

11

FUTURE SITE "ACCESSIBLE ROUTE" SIGN.(TBD)

12

(N) CONCRETE CURB TO MATCH EXISTING

13

(E) DROP BOX TO REMAIN

14

(E) CART CORRAL. ADJUST / REPLACE SPRINKLER NOZZLES AS REQUIRED TO PREVENT OVERSPRAY ON (E) CART CORRAL

1 AS7.1

2 AS7.1 3680 HACKS CROSS ROAD BUILDING H, 3rd FLOOR MEMPHIS, TN 38125 CONSULTANT

NO PARKING

(N) CUSTOMER PARKING STRIPING TO MATCH EXISTING

SCALE

NEW SITE PLAN (ACCESSIBILITY IMPROVEMENT)

THE SLOPE OF PARKING STALL AND ACCESS AISLE SHALL NOT EXCEED 2% IN ANY DIRECTION.

2.

ACCESSIBLE WALK SHALL NOT EXCEED 5% GRADE IN DIRECTION OF TRAVEL AND 2% CROSS SLOPE.

3.

FIELD VERIFY ALL EXISTING AND NEW GRADING SLOPES PRIOR TO COMMENCING WORK. NOTIFY ARCHITECT OF DISCREPANCIES

PARKING SUMMARY

6

1/8" = 1'-0"

MINIMUM NUMBER OF ACCESSIBLE PARKING SPACE REQUIREMENT TOTAL NUMBER OF CUSTOMER PARKING SPACES

ACCESSIBLE SPACE

4 14

(E) LANDSCAPE AREA TYP. 7

(E) CONCRETE WALKWAY

(E) CONCRETE WALKWAY

5 TYP.

(N) 2% SLOPE MAX.

5

VAN NO PARKING (N) 5'-9"

(N) 8'-0"

(N) 8'-0"

NO PARKING (N) 8'-0"

1

1

1

1

5

4

VAN

0

0

0

1

0

1

TOTAL

1

1

1

2

88

88

(N) 5'-0"

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

6

TYP. 2

.

(N) 2.0% SLOPE MAX.

TYP. 3

(N) 2.0% SLOPE MAX.

8 TYP.

(N) LANDSCAPE AREA

REVISIONS

(E) 3.0% SLOPE

.C

12

8

7

NO PARKING (N) 8'-0"

(N) 8'-0"

(N) 5'-0"

DATE 2019.07.08 (N) 8'-0"

(N) 5'-9"

PROJECT NUMBER A2130

N

DESIGN REVIEW 01: FY19

4

TYP. 1

(N) 2.0% SLOPE MAX.

(N) 2.0% SLOPE MAX.

(N) 2% SLOPE

3

2

(N) 2.0% SLOPE MAX.

TYP. 3

TYP. 2

STANDARD

(N) 2'-0" O.C.

ASPHALT (N) 18'-0"

(N) 2.0% SLOPE MAX.

(E) 3.0% SLOPE

12

(N) 2.0% SLOPE MAX.

O

"

8 TYP.

(N ) O 3'.C 0" .

'-0

(N) LANDSCAPE AREA

83

6 TYP.

6 TYP.

)3

Plotted: 7/3/2019 5:44 PM (vlu) File: 05_a2130_as2.1_site plan_enl.dwg

(N) 7'-10 1/2"

(N

(N) 2.0% SLOPE MAX.

(N) 2% SLOPE MAX.

83

(E) 5" RAISED CURB,TYP.

(N) 18'-0"

(N) 6'-7"

(N) ZERO CURB

(N ) O 3'.C 0" .

(N) RAMP 5.0% SLOPE 9

(N) 8'-4"

6 TYP.

STANDARD 1 - 25 26 - 50 51 - 75 76 - 100

STAMP

CONCRETE

UP

(N) RAMP 5.0% SLOPE

(N) 5'-7" TYP.

(E) 5" RAISED CURB, TYP.

12

UP

(N) 5'-7"

9

NEW ACCESSIBLE PARKING UPGRADE

PROJECT LOCATION

ENTRY

EXISTING ON-SITE PARKING

(NOT FOR CONSTRUCTION)

(E) MONUMENT SIGN

1.

ENLARGED NEW SITE PLAN (ACCESSIBILITY IMPROVEMENT)

(E) DRIVE AISLE

NOTE:

SHEET TITLE

(N) ACCESSIBLE PARKING

(N) CUSTOMER PARKING STRIPING TO MATCH EXISTING

10

www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

17855 JFK BOULEVARD HOUSTON, TX 77032

NO PARKING

9

P. 909.259.9971 | F. 909.944.8409

VOLUNTARY ACCESSIBLE PARKING UPGRADES

NO PARKING

6

12 AS7.1

FEDEX SHIP CENTER

3 VAN

2

4 AS7.1

1

13

1

MIFCE

THIS SITE PLAN WAS DRAWN FROM RECORD INFORMATION AND DOES NOT CONSTITUTE A SURVEY OF THE PROPERTY. THE IMAGE IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION OF ANY ADA IMPROVEMENTS SHOWN HEREIN.

6 -

AREA OF ALTERATION WITHIN (E) BUILDING

HOUSTON METRO - TX

SHEET NUMBER

ENLARGE NEW SITE PLAN (ACCESSIBILITY IMPROVEMENT) C COPYRIGHT 2019 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

SCALE 1/4" = 1'-0"

8

AS2.1

L O C A T I O N ID

17" MIN.

12" INTERNATIONAL SYMBOL OF ACCESSIBILITY WHITE ON BLUE FIELD

HOUSTON METRO - TX 18 GA. METAL SIGN PAINTED

UNAUTHORIZED VEHICLES

LETTERING ON SIGN MUST BE A MINIMUM OF 1" IN HEIGHT

ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISING PLACARDS

PARKING ONLY VAN ACCESSIBLE

"FINE" SIGN AT EACH ACCESSIBLE PARKING STALL, TYP.

ISSUED FOR PERSONS

APPROPRIATE INFORMATION MUST BE INCLUDED AS PERMANENT PART OF SIGN MINIMUM OF 1" IN HEIGHT)

WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE TOWED VEHICLES MAY BE

(713) 314-3900

RECLAIMED BY LOCAL POLICE DEPARTMENT OR BYTELEPHONING

MINIMUM FINE $250

SECURE SIGN TO WALL w/ (2) - 3/8" DIA. BOLTS (TOP AND BOTTOM)

(XXX) XXX-XXXX

5'-0" MIN.

A. F. F.

3" SQUARE x 14 GA PUNCHED TUBE POST w/ 3-1/4" x 36" GROUND MOUNT SLEEVE

FINISH SURFACE

PROVIDE SIGN AT VAN ACCESSIBLE STALL (WHERE APPLIES)

3'-0"

NOTES:

CONCRETE FOOTING

1. THE SIGN AND SIGN FACE SHOULD BE PROPERLY MOUNTED AS SHOWN WITHIN THE PARKING SPACE 3. SIGN TO CONFORM TO LOCAL ORDINANCE FOR SIZE AND LETTERING

1'-0" DIA.

4. PROVIDE "VAN ACCESSIBLE" SIGN WHERE REQUIRED

SCALE

PARKING SIGN DETAIL

5

1" = 1'-0"

12_SITE_SIGN_PKNG_03

NOTE: "UNAUTHORIZED PARKING" SIGN TO CONFORM TO CURRENT LOCAL, STATE, CODES AND REGULATIONS AS REQUIRED.

3"

2. REFER TO SITE PLAN DRAWING FOR EXACT SIGN TYPE AND LOCATION

UNAUTHORIZED PARKING 12_SITE_SIGN_WRNG_POSTSIGN

NOTES:

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

SCALE

1

1" = 1'-0"

1'-0"

CONSULTANT

1'-0" DIA.

12_SITE_SIGN_PKNG_02

SCALE

6 P.O.T. DIRECTIONAL SIGN

1" = 1'-0"

12_POTs_DRCT_SIGN_01

VERIFY HEIGHT PER LOCAL ZONING ORDINANCE

ATTACHMENT DETAIL PLAN VIEW

SCALE 1" = 1'-0"

2

(N) HANDRAIL BEYOND (N) 4" THICK CONCRETE CURB RAMP w/ #3 REBAR AT 2'-0" O.C. EACH WAY

ACCESSIBLE PARKING SIGN. SECURE SIGN TO POST w/ (2) 3/8'' DIA. BOLTS (TOP & BOTTOM) (E) CONCRETE LANDING

3" SQUARE x 14 GA PUNCHED TUBE POST w/ 3-1/4" x 36" GROUND MOUNT SLEEVE

(E) FINISH SURFACE

FINISH SURFACE

3'-0"

(N) #3 CONT. DOWEL AT 2'-0" O.C., CONNECT TO (E) SLAB, TYP. SEE PLAN

3"

CONCRETE FOOTING

STAMP

SEE PLAN

1'-0" DIA.

PARKING SIGN DETAIL 12_SITE_SIGN_PKNG_01

SCALE

7

1" = 1'-0"

CURB RAMP DETAIL

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

6"

REVISIONS

1'-0"

2'-0" MIN.

1'-0"

1" 4"

CONCRETE BUMPER

PAINTED TRAFFIC WHITE DATE 2019.07.08

6"

1 3/4"

1"

FIELD COLOR TO BE BLUE EQUAL TO 15090 IN FEDERAL STANDARD 595A

1"

1/2" MAX.

4'-0" MIN.

EDGE TO BE 3" WIDE 2 COATS OF PAINT

3'-0"

PRECAST CONCRETE WHEEL STOP. PAINT HIGHWAY BLUE TO MATCH CORRESPONDING PARKING STALL STRIPING

PLAN

(E) FLOOR FINISH SURFACE

1/4" MAX.

Plotted: 7/3/2019 5:44 PM (vlu) File: 06_a2430_as7.1_site det.dwg

(N) ALUMINUM THRESHOLD SCREW DOWN

SYMBOL SHALL BE LOCATED AT THE CENTER AS INDICATED ON PLAN

#5 x 18" LONG REBAR SWAGE TOP

ELEVATION

(E) CONCRETE SLAB

02_THRH_DETL_01

3

3'-0"

(E) DOOR AND FRAME

THRESHOLD DETAIL

1/2" = 1'-0"

24_CURB_RAMP_05

4'-0" MIN.

(N) CONCRETE SLAB. 2% MAX. SLOPE AWAY FROM BLDG.

SCALE

SCALE 6" = 1'-0"

C COPYRIGHT 2019 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

12

WHEEL STOP DETAIL 16_WSTP_01

SECTION

SCALE 3/4" = 1'-0"

8

PROJECT NUMBER A2130 CL

PAVEMENT SYMBOL 12_PVMT_SMBL_01

DESIGN REVIEW 01: FY19

ACCESSIBLE PARKING SIGN

FEDEX SHIP CENTER

1'-0" DIA.

(NOT FOR CONSTRUCTION)

3'-0"

CONCRETE FOOTING

3"

3"

CONCRETE FOOTING

TYPICAL SITE DETAILS

CONCRETE TACK COAT PAVING TO CONCRETE PERIMETER

FINISH SURFACE

3'-0"

FINISH SURFACE

3" SQUARE x 14 GA PUNCHED TUBE POST w/ 3-1/4" x 36" GROUND MOUNT SLEEVE

SHEET TITLE

(WHERE OCCURS) TWO SIGNS ATTACHMENT DETAIL PLAN VIEW

3" SQUARE x 14 GA PUNCHED TUBE POST w/ 3-1/4" x 36" GROUND MOUNT SLEEVE CONCRETE TACK COAT PAVING TO CONCRETE PERIMETER

SECURE SIGN(s) TO POST w/ (2) - 3/8" DIA. BOLTS (TOP & BOTTOM)

17855 JFK BOULEVARD HOUSTON, TX 77032

MINIMUM FINE $250

VOLUNTARY ACCESSIBLE PARKING UPGRADES

PARKING ONLY MINIMUM FINE $250

3680 HACKS CROSS ROAD BUILDING H, 3rd FLOOR MEMPHIS, TN 38125

1'-0"

PARKING ONLY VAN ACCESSIBLE

5 -

+6'-8" MIN. A.F.F.

2. BOTTOM OF SIGN(S) SHALL BE 6'-8" ABOVE FINISH SURFACE.

ONE SIGN ATTACHMENT DETAIL PLAN VIEW

5'-0" A.F.F. +6'-8" MIN. AT ACCESSIBLE ROUTE

1. "ACCESSIBLE PARKING" AND "VAN ACCESSIBLE" SIGN TO CONFORM TO CURRENT LOCAL, STATE CODES AND REGULATIONS.

PROJECT LOCATION

+6'-8" MIN.

OR SPECIAL LICENSE PLATES

22" MIN.

24"

18"

3" HIGH LETTERING MIN. w/ WHITE REFLECTIVE BACKGROUND, TYP.

PARKING ONLY MINIMUM FINE $250

MIFCE

PARKED IN DESIGNATED

SHEET NUMBER

SCALE 1" = 1'-0"

4

AS7.1