E Y C D E U N S A S N T I M S R T E A H S N E C R D U O I ... name of project: milwaukie, oregon street address: 15600 se mcloughlin blvd, milwaukie, or 97267 proposed use: retail codes: building code: 2010 oregon structural specialty code (ossc)

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  • 29/C010-CODE

    NAME OF PROJECT: MILWAUKIE, OREGON

    STREET ADDRESS: 15600 SE MCLOUGHLIN BLVD, MILWAUKIE, OR 97267

    PROPOSED USE: RETAIL

    CODES: BUILDING CODE: 2010 OREGON STRUCTURAL SPECIALTY CODE (OSSC)MECHANICAL CODE: 2010 OREGON MECHANICAL SPECIALTY CODE (OMSC)PLUMBING CODE: 2008 OREGON PLUMBING SPECIALTY CODE (OPSC)ELECTRICAL CODE: 2008 OREGON ELECTRICAL SPECIALTY CODE (OESC)FIRE CODE: 2010 OREGON FIRE CODE (OFC)ACCESSIBILITY CODE: 2010 OREGON STRUCTURAL SPECIALTY CODE CH. 11 (OSSC)ENERGY CODE: 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC)

    MIXED OCCUPANCIES: THIS BUILDING HAS BEEN DESIGNED PER 2010 OSSC SECTION 508.1 FOR MIXED OCCUPANCY AND SECTION 508.3FOR NONSEPARATED USES.

    PER SECTION 508.3 (NONSEPARATED USES) - FIRE SEPARATION IS NOT REQUIRED BETWEEN ALL OCCUPANCIESOF THE BUILDING EXCEPT AS REQUIRED BY OTHER PROVISIONS.

    SECTION 303.1(2) A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES BY LESS THAN 50 PERSONS AND ACCESSORYTO ANOTHER OCCUPANCY SHALL BE INCLUDED AS PART OF THAT OCCUPANCY. THE COMBINED OCCUPANCY OF THEBREAKROOM AND TRAINING ROOM COMPLIES WITH THE ALLOWANCE AND IS THEREFORE CLASSIFIED AS MERCANTILE.

    BUILDING OCCUPANCIES: M - MERCANTILE - WHOLESALE OR RETAIL STORE (MAIN USE) SECTION 309.1S1 - RECEIVING AND STOCKROOMS - STORAGE AREAS (MIXED USE) SECTION 311.2

    BUILDING CODE SUMMARY

    TYPE OF CONSTRUCTION: TYPE 3B PER SECTION 602.3 AND TABLES 601 AND 602 (2010 OSSC)

    FIRE PROTECTION: HOURLY FIRE-RESISTANCE RATING REQUIREMENT PER TABLE 601 REQUIRED PROVIDEDSTRUCTURAL FRAME 0 HOURS 0 HOURSROOF CONSTRUCTION 0 HOURS 0 HOURSEXTERIOR BEARING WALLS 0 HOURS 0 HOURSEXTERIOR NONBEARING WALLS 0 HOURS 0 HOURSINTERIOR BEARING WALLS 0 HOURS 0 HOURSINTERIOR NONBEARING WALLS AND PARTITIONS 0 HOURS 0 HOURSFLOOR CONSTRUCTION 0 HOURS 0 HOURSSHAFT ENCLOSURES 0 HOURS 0 HOURS

    NUMBER OF EXITS OR THIS BUILDING COMPLIES WITH TABLE 1015.1 (2010 OSSC)EXIT ACCESS DOORS REQUIRED: TWO (2) EXITS ARE REQUIRED WHEN THE FOLLOWING OCCUPANT LOADS ARE EXCEEDED:

    FOR MERCANTILE OCCUPANCIES GREATER THAN 49, TWO (2) EXITS ARE REQUIRED.NOTE: MERCANTILE OCCUPANT LOAD IS OVER 1000, FOUR (4) EXITS PROVIDED PER TABLE 1019.1

    EXIT ACCESS TRAVEL DISTANCE: 250' FOR M OCCUPANCY PER TABLE 1016.1250' FOR "M" OCCUPANCIES PER 2010 OFC (FIRE CODE) TABLE 1016.1 FOR SPRINKLERED BUILDINGS.NOTE: THE DISTANCE FROM ANYWHERE IN THE BUILDING TO AN EXIT DISCHARGE IS LESS THAN 250'.

    COMMON PATH OF TRAVEL: 75' FOR M OCCUPANCY (MERCANTILE) PER 2010 OSSC SECTION 1014.3 FOR SPRINKLERED BUILDINGS100' FOR S OCCUPANCY (STORAGE) PER 2010 OSSC AND OFC SECTION 1014.3 EXCEPTION #2.

    OCCUPANCY LOAD FACTORS: MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT PER 2010 OSSC TABLE 1004.1.1SALES (MERCANTILE - GRADE FLOOR AREAS) 30 (GROSS)STORAGE (MERCANTILE - STORAGE, STOCK, SHIPPING AREAS) 300 (GROSS)BREAK AND DINING ROOMS (ASSEMBLY WITHOUT FIXED SEATING) 15 (NET)TRAINING (EDUCATIONAL) 20 (GROSS)BAKERY AND MEAT PREP AREAS (COMMERCIAL KITCHEN) 200 (GROSS)OFFICE, PHARMACY, INVOICING AND MANAGEMENT (BUSINESS AREAS) 100 (GROSS)

    ALLOWABLE AREA: THIS BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM AND IS SURROUNDED ONTWO SIDES BY 60 FEET MINIMUM OF PERMANENT OPEN SPACE AND COMPLIES WITH SECTION 507.3 (2010 OSSC),EXCEPT AT THE EAST AND SOUTH WALLS WHERE THERE IS LESS THAN 60 FEET SEPARATION.

    OCCUPANCY LOAD CALCULATIONS: 2010 OREGON STATE STRUCTURAL SPECIALTY CODE REQUIRED EGRESS WIDTH CALCULATIONS:

    OCCUPANCY LOAD = (SQUARE FOOTAGE) / (OCCUPANCY LOAD FACTOR) REQUIRED EGRESS WIDTH = (OCCUPANCY LOAD) x (EGRESS WIDTH FACTOR)OCCUPANCY LOAD FACTOR = REFER TO OCCUPANCY LOAD FACTOR TABLE EGRESS WIDTH FACTOR = 0.20 INCHES

    AREA AREA (S.F.) OCCUPANCY LOAD WIDTH FACTOR REQUIRED WIDTH WIDTH PROVIDED DOORS NUMBERS AND SIZES

    MAIN SALES AREA: 49,480 S.F. S.F./30 = 1650 OCCUPANTS x0.20 = 330" TOTAL = 550"INCLUDES:100-SALES, 103-WOMEN'S TOILET, 132" 100A 1(12'-0") HINGED SLIDERS104-MEN'S TOILET, 105-FAMILY TOILET, 132" 100B 1(12'-0") HINGED SLIDERS126-ALCOVE, 998-FIRE RISER, 111-CORRIDOR 66" 100C 2(3'-0") HINGED

    66" 100D 2(3'-0") HINGED66" 111A 2(3'-0") HINGED

    STORAGE:120-RECEIVING 5,417 S.F. S.F./300 = 19 OCCUPANTS x0.20 = 4" 66" 120A 2(3'-0") HINGED

    33" 120B 1(3'-0") HINGED119-STOCKROOM 1,316 S.F. S.F./300 = 5 OCCUPANTS x0.20 = 1" 66" 119A 2(3'-0") HINGED

    33" 119B 1(3'-0") HINGED121-ELECTRICAL 291 S.F. S.F./300 = 1 OCCUPANTS x0.20 = 1" 33" 121A 1(3'-0") HINGED

    33" 121B 1(3'-0") HINGED122-MECHANICAL 173 S.F. S.F./300 = 1 OCCUPANTS x0.20 = 1" 33" 122A 1(3'-0") HINGED999-REFRIGERATION 481 S.F. S.F./300 = 2 OCCUPANTS x0.20 = 1" 66" 122A 2(3'-0") HINGED

    ANCILLARY:101-CUSTOMER SERVICE 221 S.F. S.F./100 = 3 OCCUPANTS x0.20 = 1" 38" 101A 1(3'-6") HINGED102-CASH 90 S.F. S.F./100 = 1 OCCUPANTS x0.20 = 1" 33" 102A 1(3'-0") HINGED110-SITE TO STORE 164 S.F. S.F./300 = 1 OCCUPANTS x0.20 = 1" 45" 110A 1(4'-0") HINGED

    112-PHARMACY 737S.F. S.F./100 = 8 OCCUPANTS x0.20 = 2" 33" 112A 1(3'-0") HINGED(114-PHARMACY TOILET)

    123-DAIRY COOLER 454 S.F. S.F./300 = 2 OCCUPANTS x0.20 = 1" 60" 1(5'-0") SLIDER36" 1(3'-0") HINGED

    124-FREEZER 491 S.F. S.F./300 = 2 OCCUPANTS x0.20 = 1" 60" 1(5'-0") SLIDER

    143-PRODUCE PREP 270 S.F. S.F./100 = 3 OCCUPANTS x0.20 = 1" 66" 143A 2(3'-0") HINGED144-PRODUCE COOLER 319 S.F. S.F./300 = 2 OCCUPANTS x0.20 = 1" 60" 1(5'-0") SLIDER

    147-MEAT COOLER 355 S.F. S.F./300 = 2 OCCUPANTS x0.20 = 1" 60" 1(5'-0") SLIDER45" 1(4'-0") HINGED

    148-BAKERY PREP 305 S.F. S.F./100 = 4 OCCUPANTS x0.20 = 1" 45" 148A 1(4'-0") HINGED149-SERVICE DELI 437 S.F. S.F./100 = 5 OCCUPANTS x0.20 = 1" 33" 149A 1(3'-0") HINGED

    106-UPC 290 S.F. S.F./100 = 3 OCCUPANTS x0.20 = 1" 33" 106A 1(3'-0") HINGED107-MANAGER'S OFFICE 86 S.F. S.F./100 = 1 OCCUPANTS x0.20 = 1" 33" 107A 1(3'-0") HINGED108-TRAINING 104 S.F. S.F./20 = 6 OCCUPANTS x0.20 = 2" 33" 108A 1(3'-0") HINGED109-BREAK ROOM 321 S.F. S.F./15 = 22 OCCUPANTS x0.20 = 5" 33" 109A 1(3'-0") HINGED

    TOTAL NET FLOOR AREAPER 2010 OSSC = 61,802 S.F. 1,743 OCCUPANTS

    ACCESSORY EGRESS WIDTH CALCULATIONSACCESSORY SPACES EXITING THROUGH THE PRIMARY SPACESEXITING COMPLIES WITH 2010 OSSC SECTION 1004.1

    ACCESSORY OCCUPANT % EXITINGSPACE LOAD THROUGH SALES

    143-PRODUCE PREP 3 0% = 0144-PRODUCE COOLER 2 0% = 0148-BAKERY PREP 4 50% = 2149-SERVICE DELI 5 100% = 5123-DAIRY COOLER 2 50% = 1124-FREEZER 2 50% = 1147-MEAT COOLER 2 50% = 1106-UPC 3 50% = 2112 & 114-PHARMACY 8 100% = 8109-BREAKROOM 22 50% = 11108-TRAINING 6 50% = 3107-MANAGER'S OFFICE 1 50% = 1101-CUSTOMER SERVICE 3 100% = 3102-CASH 1 50% = 1110-SITE TO STORE 1 100% = 1

    40

    ACCESSORY LOAD EXITING THRU SALES 40MAIN SALES OCCUPANT LOAD 1,650TOTAL OCCUPANT LOAD THRU SALES 1,690EGRESS WIDTH FACTOR x0.20TOTAL REQUIRED EGRESS WIDTH THRU SALES 338"

    TOTAL EGRESS WIDTH PROVIDED:MAIN SALES = 462"MAIN ENTRANCES = 264"FRONT WALL = 264"

    BUILDING SQUARE FOOTAGE

    TOTAL GROSS SQUARE FOOTAGE IS 62,459 PER DEFINITION OFGROSS FLOOR AREA (OSSC 1002.1)

    GENERAL NOTES1. BUILDING WILL BE FULLY SPRINKLERED AS

    REQUIRED BY CONTRACT DOCUMENTS.SUBMIT FIRE SPRINKLER SYSTEM DRAWINGSAND CALCULATIONS TO AUTHORITIES HAVINGJURISDICTION (FIRE DEPARTMENT, FIREMARSHAL, ETC). OBTAIN ALL APPROVALSPRIOR TO FABRICATION OR INSTALLATION.

    2. OWNER WILL PROVIDE FIRE EXTINGUISHERSIN ACCORDANCE WITH NFPA 10. AUTHORITYHAVING JURISDICTION WILL APPROVE FINALFIRE EXTINGUISHER LOCATIONS.

    3. WALMART'S ALARM CENTRAL ENGINEERINGTEAM HAS CONTACTED THE AUTHORITYHAVING JURISDICTION FOR PRE-PLAN DATAABOUT STATE AND LOCAL REQUIREMENTSTHAT DIFFER FROM THE NATIONALLYPUBLISHED CODES AND STANDARDS. ACOMPLETE SITE SPECIFIC SUBMITTAL ISBEING MADE DIRECTLY TO THE AUTHORITYHAVING JURISDICTION. QUESTIONS SHOULDBE DIRECTED TO 1-800-530-9924, OPTION 3.

    4. THE MAXIMUM STORAGE HEIGHT INSTOCKROOM AND RECEIVING IS TWELVEFEET.

    5. REFER TO SPECIFICATION SECTIONS 01600 -PRODUCT REQUIREMENTS AND SECTION01640 - OWNER FURNISHED PRODUCTS.THESE SECTIONS INCLUDE SPECIFICINFORMATION REGARDING ITEMS ANDSERVICES TO BE FURNISHED AND INSTALLEDBY INDIVIDUALS OTHER THAN THE GENERALCONTRACTOR.

    PLUMBING FIXTURE COUNTS:TOTAL BUILDING OCCUPANT LOAD IS 1,743

    LOAD DISTRIBUTION: 50% MALE AND 50% FEMALEDISTRIBUTION COUNT: 872 MALE AND 872 FEMALEPER TABLE 29-A (2010 OSSC)

    LAVATORIES REQUIRED:MALE LAVATORIES: 872/750 = 2 (2 PROVIDED)FEMALE LAVATORIES: 872/750 = 2 (2 PROVIDED)

    WATER CLOSETS REQUIRED:MALE WATER CLOSETS: 872/500 = 2 (3 PROVIDED)FEMALE WATER CLOSETS: 872/750 = 2 (3 PROVIDED)

    DRINKING FOUNTAINSREQUIRED: 1,743/1000 = 2 (2 PROVIDED)

    FIRE PROTECTIONWALLACE ENGINEERING STRUCTURAL CONSULTANTS, INC.CARRIE J. JOHNSON200 EAST BRADY STREETTULSA, OKLAHOMA 74103

    STRUCTURALDARYL L. BRAYSGA ARCHITECTURE, P.C.1437 SOUTH BOULDER AVENUE, SUITE 550TULSA, OKLAHOMA 74119-3609

    ARCHITECTURAL MECHANICAL ELECTRICALHENDERSON ENGINEERING, INC.DAVID D. HAAKE8345 LENEXA DRIVE, SUITE 300LENEXA, KANSAS 66214

    HENDERSON ENGINEERING, INC.DUANE S. HENDERSON8345 LENEXA DRIVE, SUITE 300LENEXA, KANSAS 66214

    HENDERSON ENGINEERING, INC.DUANE S. HENDERSON8345 LENEXA DRIVE, SUITE 300LENEXA, KANSAS 66214

    DEFERRED SUBMITTALS:RACKINGEXTERIOR SIGNAGEFIRE SPRINKLER DRAWINGSFIRE ALARM DRAWINGS

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    JOB NUMBER:

    3144

    STORE NO.

    64T

    PROTO:

    DOCUMENT DATE:

    PROTO SIZE:

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    DRAWN BY:

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    BID SET.NOT FORCONSTRUCTION

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    ELECTRICALED1 ELECTRICAL DEMOLITION PLANE1 LIGHTING PLANE1.1 ENLARGED LIGHTING PLANSE1.2 ENLARGED LIGHITING PLANSE1.3 LIGHTING DETAILS AND SITE LIGHTINGE2 POWER PLANE2.1 ENLARGED POWER PLANSE2.2 ENLARGED POWER PLANSE2.3 ENLARGED POWER PLANSE3 ELECTRICAL DETAILS, SYMBOLS, AND SCHEDULESE4 ONE-LINE DIAGRAM, DETAILS, AND SCHEDULESE4.1 PANELBOARD SCHEDULESE4.2 PANELBOARD SCHEDULESRE1 FRONT REFRIG ELECTRICAL PLANRE1.1 REAR REFRIG ELECTRICAL PLAN

    MECHANICALPD1 PLUMBING DEMOLITION PLANP1 DWV PLANP2 ENLARGED DWV PLANS AND DETAILSP3 WATER PLANP4 DWV RISERP5 WATER RISERP6 PLUMBING DETAILSP7 PLUMBING SCHEDULESMD1 HVAC DEMOLITION PLANM1 HVAC PLAN AND DETAILSM2 ENLARGED HVAC PLANS AND DETAILSM3 MECHANICAL SCHEDULES AND DETAILSM4 EXHAUST HOODEM1 ENERGY MANAGEMENT PLANEM2 SEQUENCES OF OPERATIONREM 1 REFRIG ENERGY MANAGEMENT PLANREM 2 REFRIG ENERGY MANAGEMENT SCHEDULESR1 FRONT REFRIG PLANR2 REAR REFRIG PLANR3 REFRIG SCHEDULESR4 REFRIG DETAILSR5 REFRIG SUBMITTALSR6 REFRIG SUBMITTALSSR1 SEISMIC RESTRAINT

    ARCHITECTURAL (CONT)A7 ROOM FINISH SCHEDULE AND DETAILSA8 DOOR SCHEDULE AND DETAILSA9 MISC DETAILSA9.1 MISC DETAILSA9.2 MILLWORKPH1 PHARMACYPH1.1 PHARMACY SECTIONS AND DETAILS

    STRUCTURALS0 GENERAL STRUCTURAL INFORMATIONS1 FOUNDATION PLANS2 FOUNDATION DETAILSS2.1 FOUNDATION DETAILSS3 ROOF FRAMING PLANS4 GENERAL SCHEDULES AND DIAGRAMSS5 FRAMING DETAILSS5.1 FRAMING DETAILS

    FIRE PROTECTIONFP1 FIRE SITE UTILITY PLANFP1.1 FIRE SPRINKLER DEMOLITION PLANFP2 OVERALL FIRE SPRINKLER PLANFP2.1 SYSTEM 1 FIRE SPRINKLER PLANFP2.2 SYSTEM 2 FIRE SPRINKLER PLANFP3 FIRE PROTECTION DETAILS

    GENERALC1 COVER SHEETN1 GENERAL INFORMATIONFX1 FIXTURE PLAN (NOT IN BID SET)LS1 LIFE SAFETY PLAN (NOT IN BID SET)D1 DEMOLITION PLAN

    ARCHITECTURALSP1 SITE PLANSP2 SITE DETAILSA1 FLOOR PLANA1.1 GROCERY FIXTURE PLANA1.2 FLOOR FINISH PLANA2 EXTERIOR ELEVATIONSA2.1 EXTERIOR SIGNAGE AND MISC DETAILSA3 EXTERIOR WALL SECTIONSA4 ROOF PLANA4.1 ROOF DETAILSA5 ENLARGED PLANSA5.1 ENLARGED PLANSA5.2 ENLARGED TOILET PLANSA5.3 TOILET ELEVATIONS AND DETAILSA6 INTERIOR ELEVATIONSA6.1 PARTITION TYPES AND DETAILSA6.2 INTERIOR WALL SECTIONSA6.3 INTERIOR WALL SECTIONS

    MILWAUKIE, ORSTORE NO.: 3144

    DATE: 07/30/12PROTO: 64T

    LIGHTING PLANS

    1

    ISSUE BLOCK

    1 REV#1 10.11.12

  • A B C

    CEBEAE

    GENERAL ABBREVIATIONS

    ABBR DEFINITION@ ATAB ANCHOR BOLTABBR ABBREVIATIONACI AMERICAN CONCRETE INSTITUTEAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITAISC AMERICAN INSTITUTE OF STEEL CONSTRUCTIONARCH ARCHITECTURALASTM AMERICAN SOCIETY OF TESTING AND MATERIALSAWS AMERICAN WELDING SOCIETYBD BOARDBFF BELOW FINISHED FLOORBL BLOCK LINTELBLDG BUILDINGBO BOTTOM OFBOD BOTTOM OF ROOF DECKBOS BOTTOM OF STEEL (OR STUD OR STRUCTURE)BTM BOTTOMBRG BEARINGCD CASH DRAWERCJ CONTROL JOINTCL CENTERLINECLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUSDIA DIAMETERDS DOWNSPOUTEAS EMERGENCY ACCESS SYSTEMECT EXISTING CERAMIC TILEEDC ELECTRICAL DISTRIBUTION CENTEREEC EXPOSED EXISTING CONCRETEEIFS EXTERIOR INSULATION AND FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALEQ EQUALES EQUIPMENT SUPPLIERETR EXISTING TO REMAINEW EACH WAYEXT EXTERIORFDN FOUNDATIONFF FINISHED FLOORFS FAR SIDEFTG FOOTINGFV FIELD VERIFYGA GAUGEGC GENERAL CONTRACTORGM GENERAL MERCHANDISEGR GROCERYGYP BD GYPSUM BOARDH HEIGHTHMR HOME MEAL REPLACEMENTHORIZ HORIZONTALHSA HEADED STUD ANCHORHSS HOLLOW STRUCTURAL SECTIONINFO INFORMATIONISO ISOLATIONJBE JOIST BEARING ELEVATIONJST JOISTJT JOINTKSI KIPS PER SQUARE INCHL LENGTHLB POUNDSLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLONG LONGITUDINALMAX MAXIMUMMDF MEDIUM DENSITY FIBERBOARDMECH MECHANICALMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMTL METALNIC NOT IN CONTRACTNRP NON-FIBERGLASS REINFORCED PLASTICNO NUMBERNS NEAR SIDENTS NOT TO SCALEOC ON CENTEROCH ON CENTER HORIZONTALLYOCV ON CENTER VERTICALLYOD OUTSIDE DIAMETEROH OPPOSITE HANDPAF POWDER ACTUATED FASTNERPCF POUNDS PER CUBIC FOOTPLAM PLASTIC LAMINATEPL PLATEPLF POUNDS PER LINEAR FOOTPMEJ PREMOLDED EXPANSION JOINTPT PRESSURE TREATEDPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPS PROTECTIVE SURFACINGPVC POLYVINYL CHLORIDEQTY QUANTITYREF REFER TOREINF REINFORCINGREQD REQUIREDREV REVERSEREV REVISED OR REVISIONRI REACH-INRO ROUGH OPENINGRTU ROOF TOP UNITSCHED SCHEDULESDI STEEL DECK INSTITUTESIM SIMILARSJI STEEL JOIST INSTITUTESP SPACESSPEC(S) SPECIFICATION(S)SS STAINLESS STEELSTRUCT STRUCTURALT&B TO AND BOTTOMTHK THICKNESSTO TOP OFTOC/TC TOP OF CONCRETETOF TOP OF FOOTINGTOGB TOP OF GRADE BEAMTOM TOP OF MASONRYTOP/TP TOP OF PAVINGTOS TOP OF STEEL (OR STUD OR STRUCTURE)TRANS TRANSVERSETYP TYPICALUNO UNLESS NOTED OTHERWISEVERT VERTICALVTR VENT THROUGH ROOFW WIDTHWD WOOD

    ABBREVIATIONLEGEND

    MEN

    MEN

    SIGNS & IDENTIFICATION

    1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT AREACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN TITLE 24 AND AS SPECIFICALLYR...

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