1159 SF

Lease Space C

1130 SF

Lease Space A

1226 SF

Lease Space D

42 SF

Spinkler Room

1159 SF

Lease Space B

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Project number

Date

Design by:

Drawn by:

Checked by:

Set Description:

9/9/2016 2:44:25 PM

A1.0

Cover Sheet

TRC 15-009

9-9-16

TNF/CRF

CRF

CRF/RM

Lin

coln

Str

eet, B

uild

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B

1243 L

incoln

Str

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, W

A

Permit Revisions

BUILDING JURISDICTION: CITY OF BELLINGHAMBUILDING ADDRESS: 1243 LINCOLN ST.OCCUPANCY: BPARCEL NUMBERS: 380332 007385 0000LEGAL DESCRIPTION: LINCOLN STREET RETAIL

CONDOMINIUM UNIT 2-TOG WI UNDIV INT IN COMMON AREAS DESC AF2131000875

PROJECT CRITERIA

Lincoln Street Commercial - Building 3B1243 Lincoln Street, Bellingham, WA

VICINITY MAP

GENERAL SITE INFORMATION:GENERAL SITE INFORMATION:GENERAL SITE INFORMATION:GENERAL SITE INFORMATION:

ZONING: COMMERCIALZONING SUB AREA: 14NEIGHBORHOOD: PUGETLAND USE: COMMERCIAL

ZONING INFORMATION:ZONING INFORMATION:ZONING INFORMATION:ZONING INFORMATION:

SEE STRUCTURAL SHEETS

DESIGN CRITERIA PER JURISDICTION:DESIGN CRITERIA PER JURISDICTION:DESIGN CRITERIA PER JURISDICTION:DESIGN CRITERIA PER JURISDICTION:

REFER TO CIVIL SHEETS.

SITE COVERAGE INFORMATION:SITE COVERAGE INFORMATION:SITE COVERAGE INFORMATION:SITE COVERAGE INFORMATION:

PARKING REQUIREMENTS (BUILDINGS 3B & 3C):PARKING REQUIREMENTS (BUILDINGS 3B & 3C):PARKING REQUIREMENTS (BUILDINGS 3B & 3C):PARKING REQUIREMENTS (BUILDINGS 3B & 3C):

TYPE OF CONSTRUCTION: 5BNUMBER OF STORIES: 1OCCUPANCY CLASSIFICATION(S): B

SPRINKLER SYSTEM: NFPA 13ALLOWABLE BUILDING HEIGHT: PER PLANNED CONTRACTHEAT TYPE: COMMERCIAL HVAC (SEPERATE PERMIT)

GENERAL BUILDING INFORMATION:GENERAL BUILDING INFORMATION:GENERAL BUILDING INFORMATION:GENERAL BUILDING INFORMATION:

APPLICABLE BUILDING CODES:APPLICABLE BUILDING CODES:APPLICABLE BUILDING CODES:APPLICABLE BUILDING CODES:

BUILDING AREA ANALYSIS:BUILDING AREA ANALYSIS:BUILDING AREA ANALYSIS:BUILDING AREA ANALYSIS:NEW CONSTRUCTION OF A COMMERCIAL SHELL BUILDING. SITEIMPROVEMENTS WILL EXTEND JUST BEYOND THE LANDSCAPE ISLANDSSHOWN ON THE SITE PLAN. CONSTRUCTION AS PER ENCLOSEDCONSTRUCTION DOCUMENTS AND SPECIFICATIONS.

PROJECT DESCRIPTION/WORK TO BE PERFORMED:PROJECT DESCRIPTION/WORK TO BE PERFORMED:PROJECT DESCRIPTION/WORK TO BE PERFORMED:PROJECT DESCRIPTION/WORK TO BE PERFORMED:

PROJECT DESIGN TEAM:

BUILDING 3B - 4,572 S.F. / 250 S.F. PER SQ. FT. = 19 STALLS

TOTAL STANDARD STALLS REQUIRED = 19 STALLSTOTAL ACCESSIBLE STALLS REQUIRED (1 PER 25) 1 STALLS (1 VAN)

TOTAL STANDARD STALLS PROVIDED = 38 STALLSELECRIC VEHICLE CHARGING STALLS = 4 STALLSTOTAL ACCESSIBLE STALLS PROVIDED = 2 STALLS (1 VAN)

RETAIL/OFFICE SPACE = 4,574 SQ. FT.SPRINKLER ROOM = 42 SQ. FT.

TOTAL = 4,616 SQ. FT.

A1.0 COVER SHEET/DESIGN CRITERIA

A1.1 SITE PLAN

A1.2 GENERAL NOTES

A1.3 ANSI CODE NOTES

A1.4 DETAILS & SCHEDULES

A2.0 FLOOR PLAN VIEW

A3.0 BUILDING ELEVATIONS

A3.1 PERSPECTIVE VIEWS

A4.0 BUILDING SECTIONS

A5.0 FOUNDATION & ROOF FRAMING PLANS

D1.0 MISC. DETAILS

SHEET INDEX

ARCHITECTURAL SHEETS:ARCHITECTURAL SHEETS:ARCHITECTURAL SHEETS:ARCHITECTURAL SHEETS:

S1 FOUNDATION PLAN

S2 ROOF FRAMING

S3 SHEARWALLS & DETAILS

S4 NOTES

STRUCTURAL SHEETS:STRUCTURAL SHEETS:STRUCTURAL SHEETS:STRUCTURAL SHEETS:

ARCHITECT:ARCHITECT:ARCHITECT:ARCHITECT:TRC ARCHITECTURE, LLCROBERT MATICHUKPO BOX 1075BELLINGHAM, WA 98227p/f: 360.393.3131w: trcarchitecture.com

OWNER:OWNER:OWNER:OWNER:LANGSTAN MANAGMENT LLCderekstebner@hotmail.com

BUILDING JURISDICTION:BUILDING JURISDICTION:BUILDING JURISDICTION:BUILDING JURISDICTION:CITY OF BELLINGHAMBUILDING SERVICES210 LOTTIE STBELLINGHAM, WA 98225360.778.8300

STRUCTURAL ENGINEER:STRUCTURAL ENGINEER:STRUCTURAL ENGINEER:STRUCTURAL ENGINEER:MJH ENGINEERINGMATS HAREZLAK360.224.7358mjhpe@comcast.net

CIVIL ENGINEER:CIVIL ENGINEER:CIVIL ENGINEER:CIVIL ENGINEER:LDES INC.RAMON LLANOS5160 INDUSTRIAL PLFERNDALE, WA 98248ramon@ldesinc.com

GENERAL CONTRACTOR:GENERAL CONTRACTOR:GENERAL CONTRACTOR:GENERAL CONTRACTOR:T.B.D.

ELECTRICAL CONTRACTOR:ELECTRICAL CONTRACTOR:ELECTRICAL CONTRACTOR:ELECTRICAL CONTRACTOR:T.B.D.

LANDSCAPE ARCHITECT:LANDSCAPE ARCHITECT:LANDSCAPE ARCHITECT:LANDSCAPE ARCHITECT:CASCADE DESIGN GROUPPAUL GEORGEPO BOX 5938BELLINGHAM, WA 98227360.715.2119paul@cascadedesigngroup.net

2015 International Building Code (IBC) and Amendments – Chapter 51-50 WAC2015 International Mechanical Code (IMC) and Amendments – Chapter 51-52 WAC2015 International Fuel Gas Code (IFGC) and Amendments – Chapter 51-52 WAC2015 International Fire Code (IFC) and Amendments – Chapter 51-54 WAC2015 International Property Maintenance Code (IPMC)2015 National Fuel Gas Code (NFPA 54) – Chapter 51-52 WAC2011 Liquefied Petroleum Gas Code (NFPA 58) – Chapter 51-52 WAC2015 Uniform Plumbing Code (UPC) and Amendments – Chapters 51-56, 51-57 WAC2015 Washington State Energy Code2014 National Electrical Code (NFPA 70) and AmendmentsICC/ANSI A117.1-09 Accessible and Useable Building and Facilities

BUILDING AREAS & OCCUPANT LOADS:BUILDING AREAS & OCCUPANT LOADS:BUILDING AREAS & OCCUPANT LOADS:BUILDING AREAS & OCCUPANT LOADS:

LEVEL 1 - OFFICE SPACE (B): 4,616 SQ.FT.4,616 SQ. FT. / 100 GROSS = 47 OCC. LOAD

TOTAL GROSS BUILDING AREA = 4,616 SQ.FT.

TOTAL OCCUPANT LOAD = 47

*NOTE: CERTIFICATE OF OCCUPANCY FOR THE SHEEL ONLY WILL BEBASED ON AN S-2, UNOCCUPIED SPACE.

IBC 106.3.4.2 DEFERRED SUBMITTALS

1. ELECTRICAL PLANS2. FIRE SPRINKLER DESIGN / MANUAL FIRE ALARM3. UNDERGROUND SPRINKLER SUPPLY LINE4. PAVING FIRE CONSTRUCTION PERMIT5. MECHANICAL PLANS6. PLUMBING PLANS7. NREC LIGHTING FORM8. NREC MECHANICAL FORM

DEFERRED SUBMITTAL ITEMS:DEFERRED SUBMITTAL ITEMS:DEFERRED SUBMITTAL ITEMS:DEFERRED SUBMITTAL ITEMS:

BASIC ALLOWANCE B, 5B = 9,000 SQ. FT

PROPOSED AREA = 4,616 SQ. FT.

STORIES ALLOWED PER TABLE 503= 2

TOTAL STORIES PROPOSED = 1

ALLOWABLE AREA CALCULATIONS (PER IBC TABLE 503):ALLOWABLE AREA CALCULATIONS (PER IBC TABLE 503):ALLOWABLE AREA CALCULATIONS (PER IBC TABLE 503):ALLOWABLE AREA CALCULATIONS (PER IBC TABLE 503):

3/32" = 1'-0"1

Main Floor

REFER TO CIVIL COVER SHEET

CIVIL SHEETS:CIVIL SHEETS:CIVIL SHEETS:CIVIL SHEETS:

L1 PLANTING PLAN

L2 PLANTING DETAILS

LANSCAPE SHEETS:LANSCAPE SHEETS:LANSCAPE SHEETS:LANSCAPE SHEETS:

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Project number

Date

Design by:

Drawn by:

Checked by:

Set Description:

9/9/2016 2:44:26 PM

A1.2

General Notes

TRC 15-009

9-9-16

TNF/CRF

CRF

CRF/RM

Lin

coln

Str

eet, B

uild

ing 3

B

1243 L

incoln

Str

eet, B

elli

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, W

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Permit Revisions

ABBREVIATIONS

AADJ ADJACENTA.F.F. ABOVE FINISH FLOORA.F.G. ABOVE FINISH GRADE

BBLK BLOCKINGB.O. BOTTOM OF

CCL CENTERLINECLR CLEARCLG CEILINGCONC CONCRETECOL COLUMNCONT CONTINUOUSCONST CONSTRUCTIONCTR COUNTER

DDTL DETAILDIM DIMENSIONDWG DRAWING

EELEC ELECTRICALEQ EQUALEXST'G EXISTINGENG ENGINEER

FF.F. FINISH FLOORF.C.I.C FURNISHED BY CONTRACTOR

INSTALLED BY CONTRACTORF.O.I.C FURNISHED BY OWNER

INSTALLED BY CONTRACTORF.O.I.O. FURNISHED BY OWNER

INSTALLED BY OWNERF.R. FIRE RESISTANTF.E. FIRE EXTINGUISHERFBGL. FIBERGLASSF.O.W. FACE OF WALL

GGA GAUGEG.C. GENERAL CONTRACTORGLAM GLUE LAMINATEGYPBD GYPSUM WALL BOARD

HHDWR HARDWAREHDR HEADERH.M. HOLLOW METALHGT HEIGHT

IINST. INSTALL / INSTALLEDINSUL. INSULATION

MMAT MATERIALMECH MECHANICALMLV MICRO LAMINATE WOODMIN. MINIMUM

NN/A NOT APPLICABLEN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALE

PPL PLATE LINEPLYWD.PLYWOODP-LAM PARALLEL LAMINATE WOODPT PRESSURE TREATED

RREQ'D REQUIREDREV. REVISION/REVISED

SSCH'D SCHEDULESIM SIMILARS.O.G. SLAB ON GRADESQ.FT. SQUARE FOOTSUSP. SUSPENDED

TTEMP TEMPEREDTYP TYPICALT.O. TOP OF

VV.I.F. VERIFY IN FIELD

CONSTRUCTION NOTES:

1. APPLICABLE BUILDING CODES VERIFY LOCAL ZONING AND BUILDING CODES PRIOR TO BEGINNING CONSTRUCTION.2. ALL MECHANICAL (INCL. FIRE SPRINKLERS) , ELECTRICAL AND PLUMBING BID-DESIGN UNDER SEPARATE PERMIT TO COMPLY WITH ALL

APPLICABLE LOCAL CODES. NREC ENERGY CALCULATIONS BY OTHERS.3. DO NOT SCALE DRAWINGS. CONSULT BUILDING DESIGNER AND OWNER FOR ANY DIMENSIONAL CLARIFICATIONS, ERRORS OR

CONFLICTS. FLOOR PLANS TAKE PRECEDENCE OVER ELEVATIONS IF CONFLICTING. GENERAL CONTRACTOR MUST VERIFYDIMENSIONS PRIOR TO PROCEEDING.

4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION OF WORK BETWEEN SUB-CONTRACTOR TRADES, AND FORPROVIDING WEATHER-TIGHT SEALS, FLASHING AND CAULKING AT ALL CONNECTIONS AND PENETRATIONS. REFER TO IBC CHAPTER 11FOR MINIMUM WEATHER PROTECTION RQMTS., INCLUDING, BUT NOT LIMITED TO, HEAD FLASHING AT ALL OPENINGS.

5. PROVIDE ENGINEERED SHOP DRAWINGS FOR ALL TRUSSES, TRUSS TYPE JOISTS, STEEL BEAMS AND GLU-LAM BEAMS. SUBMIT TOENGINEER FOR REVIEW.

6. THESE DRAWINGS ARE BID-DESIGN DOCUMENTS. THE OWNER/DEVELOPER AND CONTRACTOR SHALL ASSUME RESPONSIBILITY,LIABILITY AND INDEMNIFY THE BUILDING DESIGNER FOR COORDINATION OF BID-DESIGN WORK, INCLUDING BUT NOT LIMITED TOGENERAL CONSTRUCTION, ELECTRICAL, PLUMBING, HEATING AND VENTILATION. THE BUILDING DESIGNER IS NOT LIABLE FORCHANGES/CORRECTIONS MADE BY ON SITE INSPECTION DURING THE COURSE OF CONSTRUCTION OR FOR DETAILS ANDSPECIFICATIONS NOT INCLUDED.

7. THE CONTRACTOR SHALL UTILIZE CONSTRUCTION TECHNIQUES AND PRACTICES STANDARD AND ACCEPTABLE TO THECONSTRUCTION INDUSTRY. THE BUILDING DESIGNER DOES NOT ASSUME LIABILITY OR RESPONSIBILITY FOR METHODS OFCONSTRUCTION DETAILS & SPECIFICATIONS NOT INCLUDED IN THESE BUILDING PERMITS ONLY CONTRACT DOCUMENTS.

8. THE BUILDING DESIGNER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEWSERVICES RELATING TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES OR PROCEDURESREQUIRED FOR THE CONTRACTOR TO PERFORM HIS WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE BUILDING DESIGNERSHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR THE PERFORMANCE OFWORK BY THE CONTRACTOR OR CONTRACTORS EMPLOYEES, OR EMPLOYEES OF SUPPLIERS OR SUBCONTRACTORS, OR FORACCESS, VISITS, USE, WORK, TRAVEL OR OCCUPANCY BY ANY PERSON.

9. THESE DOCUMENTS HAVE BEEN PREPARED FOR A NEGOTIATED CONSTRUCTION CONTRACT, AND MAY LACK SOME DETAIL ANDSPECIFICATIONS REQUIRED FOR A COMPLETE COMPETITIVE BID SELECTION PROCESS.

10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING BUILDING AND SITE SECURITY DURING CONSTRUCTION PERIODS.11. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.12. THE CONTRACTOR MUST VERIFY THE ROOF SYSTEM IS CONSTRUCTED PER MANUFACTURES REQUIREMENTS TO CREATE A

WEATHERPROOF AND WATERPROOF ROOF. VERIFY INSTALLATION OF ALL ROOF PENETRATIONS, CURBS, CANTS & FLASHING TOPROPERLY SHED WATER AND STOP WIND DRIVEN RAIN & SNOW. VERIFY ENTIRE ROOF SYSTEM IS DESIGNED & CONSTRUCTED TOALLOW FOR THE PROPER EXPANSION & CONTRACTION OF THE SUPPORTING STRUCTURE & THE ROOF SYSTEM. CONDENSATION WILLBE CREATED ON THE HEATED SIDE OF ALL ROOF SYSTEMS SURFACES AND PARTS; THEREFORE, CARE MUST BE TAKEN TO PROPERLYINSTALL THE CORRECT INSULATION, VENTILATION AND VAPOR BARRIERS.

13. CONTRACTOR IS TO VERIFY STRUCTURAL INFORMATION, SPECIFICATIONS AND DETAILS WITH THE STRUCTURAL ENGINEER AND/ORATTACHED STRUCTURAL SHEET(S). FAILURE TO VERIFY MAY RESULT IN CONFLICTING INFORMATION CONTAINED ON THE THEARCHITECTURAL SHEETS. THE DESIGNER DOES NOT TAKE RESPONSIBILITY FOR STRUCTURAL COMPONENTS OR CALCULATIONS.

FRAMING:1. THIS STRUCTURE TO COMPLY WITH MINIMUM NAILING SCHEDULE PER ENG. CALCS. OR IBC TABLE 2304.6.1.2. SOLID BLOCKING REQUIRED AT ALL BEARING POINTS OF FLOOR, CEILING & ROOF SYSTEMS.3. PROVIDE APPROVED ANCHORAGE OF BEAMS OR GIRDERS TO POSTS.4. T.J.I. OR EQUIVALENT FLOOR JOISTS. FLOOR JOIST DESIGN BY LICENSED WASH. STATE MANUFACTURER. FLOOR JOIST DESIGN AND

SPECIFICATIONS INCLUDING ALL METAL CONNECTORS. HANGERS AND CLIPS TO BE ON-SITE DURING CONSTRUCTION ANDINSTALLED AS PER MANF. INSTRUCTIONS.

5. ALL WINDOW AND DOOR HEADERS TO BE 4x10 DF-2 IN A ONE-FLOOR OR THE TOP FLOOR OF A MULTI-FLOOR BLD. 6x10 FORBASEMENTS AND OTHER FLOORS OTHER THAN THE TOP FLOOR. UNLESS NOTED OTHERWISE BY ENGINEER OF RECORD.

6. FRAMING LUMBER: KD, 19 % MAX MOISTURE CONTENT, S4S GRADE TO WWPA. AND IRC SPECIFICATIONS. DOUGLAS FIR-LARCH ISPREFERRED. MINIMUM GRADED STRESS VALUES: 2x STUDS @ 1200 PSI; JOISTS AND RAFTERS @ 1250 PSI; POSTS A 700 PSI, SAWN BEAMS@ 1300 PSI. NOMINAL SIZES, MAXIMUM SPANS, SPACING, BLOCKING AND OTHER DETAILING IN COMPLIANCE WITH INTERNATIONALBUILDING CODE.

7. PRESSURE TREATED LUMBER: WOLMANIZED, CCA PRESSURE TREATED LUMBER AT MUD SILLS, EXPOSED DECK FRAMING, EXTERIORSTRUCTURAL POSTS, POSTS SUPPORTING MAIN FLOOR STRUCTURE, AND OTHER WOOD / CONCRETE CONTACT LOCATIONS.

8. ROOF TRUSSES: FACTORY FABRICATED GANG-NAILED WOOD TRUSSES, ENGINEERED BY MFR. FOR SITE WIND LOADING ANDCOMBINED NORMAL LOADS SPANS AND CONFIGURATIONS AS SHOWN ON DRAWINGS AND AS REQUIRED.

9. GLUE LAMINATED BEAMS (GLB):DOUGLAS FIR, 24F-V4, BUILDING DESIGN RURAL APPEARANCE (ONLY IF EXPOSED) GRADE LEAVEPROTECTIVE WRAP IN PLACE UNTIL FINISH PROCESSES ARE UNDERWAY.

10. ANCHORS: SIMPSON PLY CLIPS AT EDGES OF ROOF SHEATHING PANELS, MID-SPAN BETWEEN RAFTERS OR TRUSSES; TRUSS/PLATEHOLD DOWNS AT EACH BEARING AND OTHER INTERSECTION AS REQUIRED.

11. STUDS: EXTERIOR WALL STUDS ARE TO BE 2"x6"s OF B FIR KILN DRIED SPACED AT 16" O.C. INTERIOR STUDS ARE TO BE 2"x4"s OF B FIRKILN DRIED SPACED AT 16" O.C. STUDS IN BEARING WALLS ARE LIMITED TO 10 FEET IN HEIGHT UNLESS APPROVED BY ENGINEER.

STAIRS:1. IBC 1005. MINIMUM EGRESS WIDTH.2. IBC 1009.1 STAIRWAY WIDTH. THE WIDTH OF THE STAIRWAYS SHALL BE DETERMINED AS SPECIFIED IN SECTION 1005.1, BUT SUCH WIDTH

SHALL NOT BE LESS THAN 44 INCHES. EXCEPTION: STAIRWAYS SERVING AN OCCUPANT LOAD OF LESS THAN 50 SHAL HAVE A WIDTH OFNOT LESS THAN 36 INCHES.

3. IBC 1009.2 HEADROOM. STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80 INCHES MEASURED VERTICALLY FROM ALINE CONNECTING THE EDGE OF THE NOSINGS. SUCH HEADROOM SHALL BE CONTINUOUS ABOVE THE STAIRWAY TO THE POINTWHERE THE LINE INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. THE MINIMUM CLEARANCESHALL BE MAINTAINED THE FULL WIDTH OF THE STAIRWAY AND LANDING.

4. IBC 1009.4.2 RISER HEIGHT AND TREAD DEPTH. STAIR RISER HEIGHTS SHALL BE 7 INCHES MAXIMUM AND 4 INCHES MINIMUM. THE RISERHEIGHT SHALL BE MEASURED VERTICALLY BETWEEN THE LEADING EDGES OF ADJACENT TREADS. RECTANGULAR TREAD DEPTHSSHALL BE 11 INCHES MINIMUM MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OFADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD’S LEADING EDGE. WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF11 INCHES MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AT THEINTERSECTIONS WITH THE WALKLINE AND A MINIMUM TREAD DEPTH OF 10 INCHES WITHIN THE CLEAR WIDTH OF THE STAIR.

DECKS:1. DECK CONSTRUCTION SHALL BE OF WOLMANIZED / PRESSURE TREATED WOOD. DECKING (SEE PLANS) DECK RAILINGS (REQUIRED IF

DECK IS 30" ABOVE GRADE) SHALL BE A MINIMUM OF 42" IN HEIGHT WITH A MAXIMUM OF 4" SPACING BETWEEN PICKETS. PER IBC 1013.2 &1O13.3.

DISCLOSURE:1. THE PLAN REVIEW GUIDE INCLUDED WITH YOUR PERMIT DOCUMENTS CONTAINS A LISTING OF COMMON CODE ERRORS AND

OMISSIONS. APPROVAL OF THE PLANS DOES NOT PERMIT THE VIOLATION OF ANY BUILDING. MECHANICAL, PLUMBING, ELECTRICAL, FIRE,OR ZONING CODE OR ANY OTHER FEDERAL, STATE, OR CITY REGULATIONS.

2. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING SMOKE DETECTORS. ENSURE FULL COMPLIANCE WITH CURRENT FIRE CODE.3. CONTRACTOR IS TO SECURE BUILDING SITE/LOCATION. VERIFY STRUCTURAL AND NON-STRUCTURAL COMPONENTS PRIOR TO

COMMENCING CONSTRUCTION.4. DO NOT SCALE THESE DRAWINGS. DISCREPANCIES WITH PROVIDED DIMENSIONS MUST BE COMMUNICATED TO THE DESIGN FIRM AT

THE EARLIEST CONVENIENCE5. TRC ARCHITECTURE (DESIGN FIRM) IS NOT RESPONSIBLE FOR EXISTING SITE CONDITIONS, DIMENSIONS, COMPLIANT OR NON-

COMPLIANT CODE ISSUES, ETC.6. ALL MARKUPS BY THE BUILDING / PLANNING DEPARTMENTS MUST BE FORWARD TO THE DESIGN FIRM PRIOR TO CONSTRUCTION

COMMENCING.

CONTRACTOR NOTES

1. CONTRACTOR IS TO VERIFY STRUCTURAL INFORMATION, SPECIFICATIONS AND DETAILS WITH THE STRUCTURAL ENGINEER AND/ORATTACHED STRUCTURAL SHEET(S). FAILURE TO VERIFY MAY RESULT IN CONFLICTING INFORMATION CONTAINED ON THE THEARCHITECTURAL SHEETS. THE DESIGNER DOES NOT TAKE RESPONSIBILITY FOR STRUCTURAL COMPONENTS OR CALCULATIONS.

CONCRETE NOTES

REFER TO STRUCTURAL ENGINEERS NOTES

FIRE CODE NOTES

1. VERIFY LOCATION OF 110v SMOKE ALARMS & CARBON MONOXIDE ALARMS WITH LOCAL FIRE DEPT. AND/OR LOCAL BUILDING DEPT.ALL SMOKE ALARMS WITHIN INDIVIDUAL UNITS WILL BE INTERCONNECTED.

2. THE STRUCTURE WILL MEET THE EMERGENCY RESPONDER RADIO REQUIREMENTS OF IFC SECTION 510 PRIOR TO OCCUPANCY.RADIOS ARE REQUIRED TO WORK THROUGHOUT THE ENTIRETY OF THE BUILDING.

VENTILATION NOTES

1203.1 GENERAL:BUILDINGS SHALL BE PROVIDED WITH NATURAL VENTILATION IN ACCORDANCE WITH SECTION 1203.4, OR MECHANICAL VENTILATION INACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE.

1203.2 ATTIC SPACES:ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOFFRAMING MEMBERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THEENTRANCE OF RAIN AND SNOW. BLOCKING AND BRIDGING SHALL BE ARRANGED SO AS NOT TO INTERFERE WITH THE MOVEMENT OF AIR. AMINIMUM OF 1 INCH OF AIRSPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING. THE NET FREE VENTILATINGAREA SHALL NOT BE LESS THAN 1/300 OF THE AREA OF THE SPACE VENTILATED, WITH 50 PERCENT OF THE REQUIRED VENTILATING AREAPROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE ORCORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS.

1203.3 UNDER-FLOOR VENTILATION:THE SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING EXCEPT SPACES OCCUPIED BYBASEMENTS OR CELLARS SHALL BE PROVIDED WITH VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. SUCHOPENINGS SHALL BE PLACED SO AS TO PROVIDE CROSS VENTILATION OF THE UNDER-FLOOR SPACE.

1203.3.1 OPENINGS FOR UNDER-FLOOR VENTILATION:THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF CRAWL-SPACE AREA. VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH ANY OF THE FOLLOWING MATERIALS,PROVIDED THAT THE LEAST DIMENSION OF THE COVERING SHALL NOT EXCEED 1/4 INCH.

1. PERFORATED SHEET METAL PLATES NOT LESS THAN 0.070 INCH THICK.2. EXPANDED SHEET METAL PLATES NOT LESS THAN 0.047 INCH THICK.3. CAST-IRON GRILLES OR GRATINGS.4. EXTRUDED LOAD-BEARING VENTS.5. HARDWARE CLOTH OF 0.035 INCH WIRE OR HEAVIER.6. CORROSION-RESISTANT WIRE MESH, WITH THE LEAST DIMENSION NOT EXCEEDING 1/8 INCH.

EARTHWORK NOTES

1. BUILDING BACKFILL: CLEAN GRANULAR SOIL MATERIAL, FREE OF STICKS, DEBRIS, TURF AND ROCKS OVER 6" DIAMETER.2. GARAGE SLAB BALLAST: PIT RUN GRAVEL.3. BASEMENT SLAB BALLAST: CLEAN SAND, OR PEA GRAVEL (8' BED).4. FOOTING DRAINS: WASHED (3/4" MIN.) DRAIN ROCK, 12" MIN. COVER OVER PERIMETER DRAIN.5. CRAWL SPACE BED: PEA GRAVEL OR CLEAN SAND, 2" MIN. BED OVER VAPOR6. 6 MIL BLACK VISQUEEN BARRIER (FOR CRAWL SURFACE).7. BACKFILL, SLOPE ALL FINISH GRADES AWAY FROM BUILDING WALLS AT A 2 % (MIN.)8. REFER TO SOILS REPORT FOR RECOMMENDED BACK FILL AND SOIL COMPACTION.

SEWERAGE + DRAINAGE:1. FOUNDATION DRAIN PER IBC 1805.4.2.2. DRAINAGE DISCHARGE TO AN APPROVED DRAINAGE SYSTEM PER IBC 1805.4.3.

EMERGENCY ESCAPE & RESCUE OPENINGS

1029.1 GENERAL.IN ADDITION TO THE MEANS OF EGRESS REQUIRED BY THIS CHAPTER, PROVISIONS SHALL BE MADE FOR EMERGENCY ESCAPE AND RESCUEIN GROUP R AND I-1 OCCUPANCIES. BASEMENTS AND SLEEPING ROOMS BELOW THE FOURTH STORY ABOVE GRADE PLANE SHALL HAVE ATLEAST ONE EXTERIOR EMERGENCY ESCAPE AND RESCUE OPENING IN ACCORDANCE WITH THIS SECTION. WHERE BASEMENTS CONTAINONE OR MORE SLEEPING ROOMS, EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE REQUIRED IN EACH SLEEPING ROOM, BUT SHALLNOT BE REQUIRED IN ADJOINING AREAS OF THE BASEMENT. SUCH OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY OR TO A YARD ORCOURT THAT OPENS TO A PUBLIC WAY.1029.2 MINIMUM SIZE.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET.1029.2.1 MINIMUM DIMENSIONS.THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALLBE 20 INCHES. THE NET CLEAR OPENING DIMENSIONS SHALL BE THE RESULT OF NORMAL OPERATION OF THE OPENING.1029.3 MAXIMUM HEIGHT FROM FLOOR.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHESMEASURED FROM THE FLOOR.

FIRE RATED PENETRATIONS

AS PER UL LISTED SYSTEM NO. F-C-2134, USE APPROVED 3M FIRE BARRIER CP 25WB+ CAULK OR FD 150+ CAULK FOR ALL THROUGH FLOOR-WALL-CEILING PENETRATIONS. NOT TO EXCEED 1/2" DIAMETER BEAD CONTINUOUSLY AROUND PIPE.

GENERAL NOTES:

1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL BUILDING CODE, WASHINGTON STATE REGULATIONS FORBARRIER FREE DESIGN, WASHINGTON STATE ENERGY CODE, AND ALL APPLICABLE LOCAL CODES, ORDINANCES, ANDSTANDARDS.

2. CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONAL DETAILS, ETC, AND NOTIFY THE ARCHITECT OF ANY ANDALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.

3. ALL ITEMS MARKED "N.I.C.' ARE NOT PART OF THIS CONTACT.4. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S LATEST RECOMMENDED OR WRITTEN

DIRECTIONS.5. DO NOT-SCALE DRAWINGS, DIMENSIONS GOVERN. THE CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY AND

ALL DISCREPANCIES.6. ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER LINE OF STUD, OR FACE OF FOUNDATION WALL UNLESS OTHERWISE

NOTED.7. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE

SAME AS' FOR OTHER SIMILAR WORK.8. WHERE DEVICES, OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT IS INTENDED THAT SUCH SHALL APPLY

TO AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE THE WORK.9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR

NOT AND TO PROTECT THEM FROM DAMAGE.10. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE

NOTED IN THE PLANS AND SPECIFICATIONS.11. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION.12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS

AT ALL TIMES.13. CONTRACTOR SHALL SECURE RELEVANT CITY AND STATE APPROVALS RELATING TO FIRE CONSTRUCTION, LABOR, HEALTH

AND LICENSING.14. CONTRACTOR SHALL SECURE AND PROVIDE ALL PERMITS FOR OCCUPANCY, UTILITIES AND ANY OTHERS REQUIRED BY

GOVERNING AUTHORITIES BEYOND THE BASIC BUILDING PEN-NIT, MAKING TIMELY APPLICATIONS AND INQUIRES, PAYING ALLFEES AND POSTING ALL BONDS TO BE RELEASED AT FT COMPLETION OF CONSTRUCTION.

15. CONTRACTOR SHALL PROVIDE DRAWINGS, SHOP DRAWINGS AND CALCULATIONS AS REQUIRED FOR OWNER APPROVAL ANDPERMITTING OF THE FIRE ALARM / MONITORING SYSTEM, AND ALL OTHER SYSTEMS REQUIRING BIDDER DESIGN. SUCH REVIEWAND APPROVAL SHALL BE BY THE OWNER. ALLOW A MINIMUM OF TWO WEEKS FOR REVIEW.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE JOB IS INPROGRESS AND UNTIL THE JOB IS COMPLETED.

17. LATHING, PLASTER, AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE.18. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL INTERSECTIONS,.19. ALL GLASS AND GLAZING SHALL COMPLY WITH SECTION 24 OF THE 2015 IBC. AND THE U.S. PRODUCT SAFETY COMMISSION,

SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS (42 FR 1426; 16 CFR PART 1202)20. THE CONTRACTOR SHALL VERIFY ALL DOOR AND WINDOW ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW

MANUFACTURES.21. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATING.22. ELECTRICAL ROUGH-IN, AND REFLECTED CEILING PLAN ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR. EXACT

LOCATIONS SHALL BE VERIFIED.23. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.24. PROVIDE PORTABLE FIRE EXTINGUISHER, EACH HAVING A MINIMUM UL CLASSIFICATION OF 2A:10B:C. EXTINGUISHER SHALL BE

DISTRIBUTED THROUGHOUT PREMISES ON THE BASIS OF ONE EXTINGUISHER PER EACH 3,000 FEET OF FLOOR AREA. ALLEXTINGUISHERS SHALL BE HUNG IN CONSPICUOUS LOCATIONS SO THAT THEIR TOPS ARE NOT MORE THAN FIVE FEET A.F.F.WHERE EXTINGUISHERS ARE NOT VISIBLE IN ALL DIRECTIONS PROVIDE APPROVED INDICATING SIGNS.

25. SOUND INSULATE ALL PLUMBING WALLS AND LINES.26. PROVIDE BLOCKING IN ALL WALLS TO SUPPORT CABINETRY, SHELVING, BATHROOM FIXTURES, DISPLAY RAILS AND ALL OTHER

EQUIPMENT OR IMPROVEMENTS AS REQUIRED.27. THE PREMISES ADDRESS SHALL BE PROMINENTLY DISPLAYED ON OR ADJACENT TO THE MAIN ENTRANCE. NUMBERS SHALL

BE A MINIMUM SIX INCHES IN HEIGHT WITH A PRINCIPAL STROKE WIDTH OF 1/2" AND SHALL PROVIDE A POSITIVE CONTRASTWITH THEIR BACKGROUND.

28. APPROVED PLANS AND CALCULATIONS, SIGNED, SEALED AND DATED SHALL BE ON SITE AT ALL TIMES OF INSPECTION ANDCONSTRUCTION.

29. AT ALL TUB/SHOWER LOCATIONS, WALL COVERINGS SHALL BE PLASTIC OR LAMINATE TO A MINIMUM 70 INCHES ABOVE DRAIN.30. ALL SMOKE DETECTORS TO BE HARD WIRED WITH APPROVED BATTERY BACK-UP'S.ALL GAS APPLIANCES SHALL HAVE AN

INTERMITTENT IGNITION DEVICE.31. FLASH AND COUNTER FLASH ALL ROOF TO WALL CONNECTIONS. U.N.O.32. WATERPROOF MATERIAL SHALL BE INSTALLED AROUND TUBS AND SHOWERS TO A MIN. HEIGHT OF SIX FEET ABOVE FINISH

FLOOR.33. DRYERS SHALL BE VENTED TO OUTSIDE. PER LOCAL CODE.

TYPICAL SHEET DISCLAIMER

REFER TO STRUCTURAL SHEETS (S) FOR SPECIFICATIONS & CALCULATIONS. USE ARCHITECTURAL SHEET FOR DIMENSIONAL INFORMATIONONLY.

WASHINGTON STATE ENERGY CODE

STRUCTURES BUILT UNDER THE 2015 IBC ARE TO MEET ALL REQUIREMENTS OF THE 2015 WSEC.

• CHAPTERS 1-4 (CE), COMMERCIAL, TOWNHOUSES, R-2, R-3, R-4 BUILDINGS >3 STORIES IN HEIGHT

FIRE BLOCKING NOTES

718.1 General. Fireblocking and draftstopping shall be installed in combustible concealed locations in accordance with this section. Fireblocking shallcomply with Section 718.2. Draftstopping in floor/ceiling spaces and attic spaces shall comply with Sections 718.3 and 718.4, respectively.718.2 Fireblocking. In combustible construction, fireblocking shall be installed to cut off concealed draft openings (both vertical and horizontal) and shallform an effective barrier between floors, between a top story and a roof or attic space. Fireblocking shall be installed in the locations specified in Sections718.2.2 through 718.2.7.718.2.2 Concealed wall spaces. Fireblocking shall be provided in concealed spaces of stud walls and partitions, including furred spaces, and parallelrows of studs or staggered studs, as follows:1. Vertically at the ceiling and floor levels.2. Horizontally at intervals not exceeding 10 feet (3048 mm).718.2.5 Ceiling and floor openings. Where required by Section 712.1.7, Exception 1 of Section 714.4.1.2 or Section 714.4.2, fireblocking of the annularspace around vents, pipes, ducts, chimneys and fireplaces at ceilings and floor levels shall be installed with a material specifically tested in the form andmanner intended for use to demonstrate its ability to remain in place and resist the free passage of flame and the products of combustion.

* REFER TO IBC CODE TEXT FOR MORE DETAILED INFORMATION REGARDING FIREBLOCKING

DRAFTSTOP NOTES

718.3 Draftstopping in floors. In combustible construction, draftstopping shall be installed to subdivide floor/ceiling assemblies in the locations prescribedin Sections 718.3.2 through 718.3.3.718.3.2 Groups R-1, R-2, R-3 and R-4. Draftstopping shall be provided in floor/ceiling spaces in Group R-1 buildings, in Group R-2 buildings with three ormore dwelling units, in Group R-3 buildings with two dwelling units and in Group R-4 buildings. Draftstopping shall be located above and in line with thedwelling unit and sleeping unit separations.Exceptions:1. Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.2. Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.2, provided thatautomatic sprinklers are also installed in the combustible concealed spaces where the draftstopping is being omitted.718.4 Draftstopping in attics. In combustible construction, draftstopping shall be installed to subdivide attic spaces and concealed roof spaces in thelocations prescribed in Sections 718.4.2 and718.4.2 Groups R-1 and R-2. Draftstopping shall be provided in attics, mansards, overhangs or other concealed roof spaces of Group R-2 buildings withthree or more dwelling units and in all Group R-1 buildings. Draftstopping shall be installed above, and in line with, sleeping unit and dwelling unitseparation walls that do not extend to the underside of the roof sheathing above.Exceptions:1. Where corridor walls provide a sleeping unit or dwelling unit separation, draftstopping shall only be required above one of the corridor walls.2. Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.3. In occupancies in Group R-2 that do not exceed four stories above grade plane, the attic space shall be subdivided by draftstops into areas notexceeding 3,000 square feet (279 m2) or above every two dwelling units, whichever is smaller.4. Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.2, provided thatautomatic sprinklers are also installed in the combustible concealed space where the draftstopping is being omitted.

* REFER TO IBC CODE TEXT FOR MORE DETAILED INFORMATION REGARDING FIREBLOCKING

ENVELOPE DETAILS

REFER TO THE BUILDING ENVELOPE DOCUMENTS FOR ALL EXTERIOR FLASHING AND PENETRATION DETAILS.

60" M

IN. A

BOVE

PAR

KIN

G S

URFA

CE

48" MIN.

30" M

IN.

6 MAX.

9

17-25

30" M

IN.

11 MIN.

9 M

IN.

25 MAX.

30" M

IN.

8 MIN.

27 M

IN.

36" M

IN.

32" M

IN.

24 MAX. 48" MIN. 24" MAX.

36" M

IN.

32" M

IN.

48" M

IN.

42 MIN. 42 MIN.

X<48

60" M

IN.

36 MIN. 36 MIN.

X<48

60 M

IN. 18 MIN.

12 MIN.

48 M

IN.

54 M

IN.

42 MIN.

42 M

IN.

22 MIN.

36 MIN. 60 M

IN.

48 M

IN.

60 MIN. 60 MIN. 60 MIN.

60 M

IN.

96 MIN. 132 MIN.

full

leng

th o

f par

king

spa

ce

60 MIN.

34-3

8

34-3

8

34-3

8

1-1/2 MIN.

12 MIN.12 MIN.

12 MIN.X

X

66 M

IN.

60 MIN.

18" MIN.

56 M

IN.

60 MIN.

12 MAX

42 MIN.

54 MIN.

36 MIN.

24 MIN. 12 MIN.

56 M

IN.

60 MIN.

59 M

IN.

60 MIN.

30 M

IN.

length of bathtub

12 MIN.

30 M

IN.

length of bathtub

40 MIN. 60 MIN. 60 MIN.

33-3

6

39-4

118

MIN

.

39-41

33-3

6

34 M

AX.

CHAPTER 3 - BUILDING BLOCKS301.1 SCOPE. THE PROVISIONS OF CHAPTER 3 SHALL APPLY WHERE REQUIRED BY CHAPTER 2 OR WHERE REFERENCED BY A

REQUIREMENT IN THIS DOCUMENT.

302 FLOOR SURFACES

302.1 GENERAL. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT AND SHALL COMPLY WITH 302.

EXCEPTIONS: 1. WITHIN ANIMAL CONTAINMENT AREAS, FLOOR AND GROUND SURFACES SHALL NOT BE REQUIRED TO BE STABLE,

FIRM, AND SLIP RESISTANT.

302.2 CARPET. 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 INCH MAXIMUM. 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.

302.3 OPENINGS. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN 1/2 INCH

DIAMETER EXCEPT AS ALLOWED IN 407.4.3, 409.4.3, 410.4, 810.5.3 AND 810.10. ELONGATED OPENINGS SHALL BE PLACED SO THAT

THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL.

303 CHANGES IN LEVEL

303.2 VERTICAL. CHANGES IN LEVEL OF 1/4 INCH MAXIMUM IN HEIGHT SHALL BE PERMITTED TO BE VERTICAL.

304 TURNING SPACE

304.2 FLOOR OR GROUND SURFACES. FLOOR OR GROUND SURFACES OF A TURNING SPACE SHALL COMPLY WITH 302. CHANGES

IN LEVEL ARE NOT PERMITTED.

EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED.

304.3.1 CIRCULAR SPACE. THE TURNING SPACE SHALL BE A SPACE OF 60 INCHES (1525 MM) DIAMETER MINIMUM. THE SPACE

SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH 306.

304.3.2 T-SHAPED SPACE. THE TURNING SPACE SHALL BE A T-SHAPED SPACE WITHIN A 60 INCH SQUARE MINIMUM WITH ARMS

AND BASE 36 INCHES WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MINIMUM IN EACH

DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MINIMUM. THE SPACE SHALL BE PERMITTED TO

INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH 306 ONLY AT THE END OF EITHER THE BASE OR ONE ARM.

304.4 DOOR SWING. UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES.

305 CLEAR FLOOR SPACE

305.2 FLOOR OR GROUND SURFACES. FLOOR OR GROUND SURFACES OF A CLEAR FLOOR OR GROUND SPACE SHALL COMPLY

WITH 302. CHANGES IN LEVEL ARE NOT PERMITTED.

305.3 SIZE. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MINIMUM BY 48 INCHES MINIMUM.

CHAPTER 4 - ACCESSIBLE ROUTES

402 ACCESSIBLE ROUTES

402.2 COMPONENTS. ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING

SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, DOORS AND DOORWAYS, RAMPS, CURB RAMPS EXCLUDING THE FLARED

SIDES, ELEVATORS, AND PLATFORM LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE

APPLICABLE PORTIONS OF THIS STANDARD.

403 WALKING SURFACES

403.3 SLOPE. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF A

WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48.

403.5 CLEARANCES. WALKING SURFACES SHALL PROVIDE CLEARANCES COMPLYING WITH 403.5.

EXCEPTION: WITHIN EMPLOYEE WORK AREAS, CLEARANCES ON COMMON USE CIRCULATION PATHS SHALL BE PERMITTED TO

BE DECREASED BY WORK AREA EQUIPMENT PROVIDED THAT THE DECREASE IS ESSENTIAL TO THE FUNCTION OF THE WORK

BEING PERFORMED.

403.5.1 CLEAR WIDTH. EXCEPT AS PROVIDED IN 403.5.2 AND 403.5.3, THE CLEAR WIDTH OF WALKING SURFACES SHALL BE 36

INCHES MINIMUM.

EXCEPTION: THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32 INCHES MINIMUM FOR A LENGTH OF 24 INCHES

MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48 INCHES LONG MINIMUM

AND 36 INCHES WIDE MINIMUM.

403.5.2 CLEAR WIDTH AT TURN. WHERE THE ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN ELEMENT WHICH

IS LESS THAN 48 INCHES WIDE, CLEAR WIDTH SHALL BE 42 INCHES MINIMUM APPROACHING THE TURN, 48 INCHES MINIMUM

AT THE TURN AND 42 INCHES MINIMUM LEAVING THE TURN.

EXCEPTION: WHERE THE CLEAR WIDTH AT THE TURN IS 60 INCHES MINIMUM COMPLIANCE WITH 403.5.2 SHALL NOT BE

REQUIRED.

403.5.3 PASSING SPACES. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING

SPACES AT INTERVALS OF 200 FEET MAXIMUM. PASSING SPACES SHALL BE EITHER: A SPACE 60 INCHES MINIMUM BY 60

INCHES MINIMUM; OR, AN INTERSECTION OF TWO WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING WITH

304.3.2 WHERE THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND 48 INCHES MINIMUM BEYOND THE INTERSECTION.

403.6 HANDRAILS. WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITH RUNNING SLOPES NOT STEEPER

THAN 1:20 THEY SHALL COMPLY WITH 505.

404 DOORS AND DOORWAYS.

404.2 MANUAL DOORS, DOORWAYS, AND MANUAL GATES. MANUAL DOORS AND DOORWAYS AND MANUAL GATES INTENDED FOR

USER PASSAGE SHALL COMPLY WITH 404.2.

404.2.1 REVOLVING DOORS, GATES, AND TURNSTILES. REVOLVING DOORS, REVOLVING GATES, AND TURNSTILES SHALL NOT BE

PART OF AN ACCESSIBLE ROUTE.

404.2.2 DOUBLE-LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL

COMPLY WITH 404.2.3 AND 404.2.4.

404.2.3 CLEAR WIDTH. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES MINIMUM. CLEAR OPENINGS OF

DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR

OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MINIMUM. THERE

SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FINISH FLOOR OR

GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FINISH FLOOR OR

GROUND SHALL NOT EXCEED 4 INCHES.

404.2.4 MANEUVERING CLEARANCES. MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES SHALL COMPLY WITH 404.2.4.

MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE

CLEARANCE.

EXCEPTION: ENTRY DOORS TO HOSPITAL PATIENT ROOMS SHALL NOT BE REQUIRED TO PROVIDE THE CLEARANCE BEYOND THE

LATCH SIDE OF THE DOOR.

404.2.4.1 SWINGING DOORS AND GATES. SWINGING DOORS AND GATES SHALL HAVE MANEUVERING CLEARANCES COMPLYING

WITH FIGURE 404.2.4.1.

404.2.4.2 DOORWAYS WITHOUT DOORS OR GATES, SLIDING DOORS, AND FOLDING DOORS. DOORWAYS LESS THAN 36 INCHES

(915 MM) WIDE WITHOUT DOORS OR GATES, SLIDING DOORS, OR FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES

COMPLYING WITH TABLE 404.2.4.2.

404.2.5 THRESHOLDS. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH HIGH MAXIMUM. RAISED THRESHOLDS AND

CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 302 AND 303.

EXCEPTION: EXISTING OR ALTERED THRESHOLDS 3/4 INCH HIGH MAXIMUM THAT HAVE A BEVELED EDGE ON EACH SIDE WITH A

SLOPE NOT STEEPER THAN 1:2 SHALL NOT BE REQUIRED TO COMPLY WITH 404.2.5.

CHAPTER 5 - GENERAL SITE AND BUILDING ELEMENTS

502 PARKING SPACES

502.1 GENERAL. CAR AND VAN PARKING SPACES SHALL COMPLY WITH 502. WHERE PARKING SPACES ARE MARKED WITH

LINES, WIDTH MEASUREMENTS OF PARKING SPACES AND ACCESS AISLES SHALL BE MADE FROM THE CENTERLINE OF THE

MARKINGS.

EXCEPTION: WHERE PARKING SPACES OR ACCESS AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS

AISLE, MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE PARKING SPACE OR

ACCESS AISLE.

502.2 VEHICLE SPACES. CAR PARKING SPACES SHALL BE 96 INCHES WIDE MINIMUM AND VAN PARKING SPACES SHALL BE 132

INCHES WIDE MINIMUM, SHALL BE MARKED TO DEFINE THE WIDTH, AND SHALL HAVE AN ADJACENT ACCESS AISLE COMPLYING

WITH 502.3.

EXCEPTION: VAN PARKING SPACES SHALL BE PERMITTED TO BE 96 INCHES WIDE MINIMUM WHERE THE ACCESS AISLE IS 96

INCHES WIDE MINIMUM.

502.6 IDENTIFICATION. PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF

ACCESSIBILITY COMPLYING WITH 703.7.2.1. SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN THE DESIGNATION "VAN

ACCESSIBLE." SIGNS SHALL BE 60 INCHES (1525 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO

THE BOTTOM OF THE SIGN.

ADVISORY 502.6 IDENTIFICATION. THE REQUIRED "VAN ACCESSIBLE" DESIGNATION IS INTENDED TO BE INFORMATIVE, NOT

RESTRICTIVE, IN IDENTIFYING THOSE SPACES THAT ARE BETTER SUITED FOR VAN USE. ENFORCEMENT OF MOTOR VEHICLE

LAWS, INCLUDING PARKING PRIVILEGES, IS A LOCAL MATTER.

502.7 RELATIONSHIP TO ACCESSIBLE ROUTES. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT CARS AND

VANS, WHEN PARKED, CANNOT OBSTRUCT THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES.

CHAPTER 6 - PLUMBING ELEMENTS AND FACILITIES

603 TOILET AND BATHING ROOMS

603.2 CLEARANCES. CLEARANCES SHALL COMPLY WITH 603.2.

603.2.1 TURNING SPACE. TURNING SPACE COMPLYING WITH 304 SHALL BE PROVIDED WITHIN THE ROOM.

603.2.2 OVERLAP. REQUIRED CLEAR FLOOR SPACES, CLEARANCE AT FIXTURES, AND TURNING SPACE SHALL BE

PERMITTED TO OVERLAP.

603.2.3 DOOR SWING. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR

ANY FIXTURE. DOORS SHALL BE PERMITTED TO SWING INTO THE REQUIRED TURNING SPACE.

EXCEPTIONS: 1. DOORS TO A TOILET ROOM OR BATHING ROOM FOR A SINGLE OCCUPANT ACCESSED ONLY

THROUGH A PRIVATE OFFICE AND NOT FOR COMMON USE OR PUBLIC USE SHALL BE PERMITTED TO SWING INTO

THE CLEAR FLOOR SPACE OR CLEARANCE PROVIDED THE SWING OF THE DOOR CAN BE REVERSED TO COMPLY

WITH 603.2.3.

2. WHERE THE TOILET ROOM OR BATHING ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE COMPLYING

WITH 305.3 IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, DOORS SHALL BE PERMITTED

TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE.

604.4 SEATS. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17 INCHES MINIMUM AND 19

INCHES MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED

POSITION.

EXCEPTIONS: 1. A WATER CLOSET IN A TOILET ROOM FOR A SINGLE OCCUPANT ACCESSED ONLY THROUGH A PRIVATE

OFFICE AND NOT FOR COMMON USE OR PUBLIC USE SHALL NOT BE REQUIRED TO COMPLY WITH 604.4.

2. IN RESIDENTIAL DWELLING UNITS, THE HEIGHT OF WATER CLOSETS SHALL BE PERMITTED TO BE 15 INCHES

MINIMUM AND 19 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE SEAT.

604.5 GRAB BARS. GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH 609. GRAB BARS SHALL BE PROVIDED ON

THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL.

EXCEPTIONS: 1. GRAB BARS SHALL NOT BE REQUIRED TO BE INSTALLED IN A TOILET ROOM FOR A SINGLE OCCUPANT

ACCESSED ONLY THROUGH A PRIVATE OFFICE AND NOT FOR COMMON USE OR PUBLIC USE PROVIDED THAT

REINFORCEMENT HAS BEEN INSTALLED IN WALLS AND LOCATED SO AS TO PERMIT THE INSTALLATION OF GRAB BARS

COMPLYING WITH 604.5.

2. IN RESIDENTIAL DWELLING UNITS, GRAB BARS SHALL NOT BE REQUIRED TO BE INSTALLED IN TOILET OR

BATHROOMS PROVIDED THAT REINFORCEMENT HAS BEEN INSTALLED IN WALLS AND LOCATED SO AS TO PERMIT THE

INSTALLATION OF GRAB BARS COMPLYING WITH 604.5.

ADVISORY 604.5 GRAB BARS EXCEPTION 2. REINFORCEMENT MUST BE SUFFICIENT TO PERMIT THE INSTALLATION OF

REAR AND SIDE WALL GRAB BARS THAT FULLY MEET ALL ACCESSIBILITY REQUIREMENTS INCLUDING, BUT NOT

LIMITED TO, REQUIRED LENGTH, INSTALLATION HEIGHT, AND STRUCTURAL STRENGTH.

604.5.1 SIDE WALL. THE SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG MINIMUM, LOCATED 12 INCHES MAXIMUM

FROM THE REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM THE REAR WALL.

604.5.2 REAR WALL. THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG MINIMUM AND EXTEND FROM THE

CENTERLINE OF THE WATER CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES MINIMUM ON THE OTHER SIDE.

EXCEPTIONS: 1. THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24 INCHES LONG MINIMUM, CENTERED ON THE

WATER CLOSET, WHERE WALL SPACE DOES NOT PERMIT A LENGTH OF 36 INCHES MINIMUM DUE TO THE LOCATION OF

A RECESSED FIXTURE ADJACENT TO THE WATER CLOSET.

PARKINGRESERVED

PERMIT REQUIRED

STATE DISABLED PARKING

VANACCESSIBLE

WHITEINTERNATIONALSYMBOLOF ACCESS ONBLUE GROUND

REQUIRED TEXT

ADDED TEXT AT VANSPACES

PASSENGER DROP OFF AND LOADING ZONES

1. LOCATION: WHEN PROVIDED, PASSENGER DROP-OFF AND LOADING

ZONES SHALL BE LOCATED ON AN ACCESSIBLE ROUTE OF TRAVEL.

2. SIZE: PASSENGER DROP-OFF AND LOADING ZONES SHALL PROVIDE

AN ACCESS AISLE AT LEAST 60 INCHES WIDE AND 20 FEET LONG WITH

THE LONG DIMENSION OF AISLE ABUTTING AND PARALLEL TO THE

VEHICLE SPACE ON ONE SIDE AND AN ACCESSIBLE ROUTE OF TRAVEL

ON THE OTHER.

3. SLOPE: SUCH ZONES SHALL NOT BE LOCATED ON A SURFACE WITH A

SLOPE NOT EXCEEDING 1/4 INCH PER FOOT (1:48 SLOPE) IN ANY

DIRECTION.

3 ACCESSIBLE PARKING SIGN

DETAIL

503 PASSENGER LOADING ZONES

503.2 VEHICLE PULL-UP SPACE. PASSENGER LOADING ZONES SHALL PROVIDE A VEHICULAR PULL-UP SPACE 96 INCHES WIDE

MINIMUM AND 20 FEET LONG MINIMUM.

503.3 ACCESS AISLE. PASSENGER LOADING ZONES SHALL PROVIDE ACCESS AISLES COMPLYING WITH 503 ADJACENT TO THE

VEHICLE PULL-UP SPACE. ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE AND SHALL NOT OVERLAP THE VEHICULAR

WAY.

503.3.1 WIDTH. ACCESS AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE 60 INCHES WIDE MINIMUM.

503.3.2 LENGTH. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE VEHICLE PULL-UP SPACES THEY SERVE.

503.3.3 MARKING. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM.

602 DRINKING FOUNTAINS

602.2 CLEAR FLOOR SPACE. UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305

POSITIONED FOR A FORWARD APPROACH AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE COMPLYING

WITH 306 SHALL BE PROVIDED.

EXCEPTION: A PARALLEL APPROACH COMPLYING WITH 305 SHALL BE PERMITTED AT UNITS FOR CHILDREN'S USE

WHERE THE SPOUT IS 30 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND AND IS 3 1/2 INCHES MAXIMUM

FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS.

44" M

AX

FINISHED FLOOR

& SPLASHHPL COUNTER

PIPESINSULATED

30"x42"

MIRROR

34"

40"

40"

SOAPDISPENSER

24"

17"

40"

DISPENSERPAPER

2 BATHROOM REQUIREMENTS

DETAIL

CHAPTER 7 - COMMUNICATION ELEMENTS AND FEATURES

9"

36" T

OP

OF

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54" B

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OF

UPP

ER

CAB

INET

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29" T

OP

OF

ADA

CO

UN

TER

NOTE: PROVIDE A 29" COUNTER A.F.F.FOR REQUIRED ADA CLEARENCE.

ALLOWABLE TOE-KICK IFCLEAR SPACE IS <48"

1 KITCHEN REQUIREMENTS DETAIL

305.4 KNEE AND TOE CLEARANCE. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE PERMITTED

TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH 306.

305.5 POSITION. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR EITHER

FORWARD OR PARALLEL APPROACH TO AN ELEMENT.

306 KNEE AND TOE CLEARANCE

306.2.1 GENERAL. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR GROUND AND 9 INCHES ABOVE THE FINISH

FLOOR OR GROUND SHALL BE CONSIDERED TOE CLEARANCE AND SHALL COMPLY WITH 306.2.

306.2.2 MAXIMUM DEPTH. TOE CLEARANCE SHALL EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT.

306.2.3 MINIMUM REQUIRED DEPTH. WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR

SPACE, THE TOE CLEARANCE SHALL EXTEND 17 INCHES MINIMUM UNDER THE ELEMENT.

306.2.4 ADDITIONAL CLEARANCE. SPACE EXTENDING GREATER THAN 6 INCHES BEYOND THE AVAILABLE KNEE CLEARANCE AT

9 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL NOT BE CONSIDERED TOE CLEARANCE.

306.2.5 WIDTH. TOE CLEARANCE SHALL BE 30 INCHES WIDE MINIMUM.

307 PROTRUDING OBJECTS

307.2 PROTRUSION LIMITS. OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE

THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH.

EXCEPTION: HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4 1/2 INCHES MAXIMUM.

307.4 REDUCED VERTICAL CLEARANCE.

GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE OBJECT PROTRUSION IS BEYOND THE LIMITS ALLOWED BY

SECTION 307.2 AND 307.3, AND WHERE THE VERTICAL CLEARANCE IS LESS THAN 80 INCHES ABOVE THE FLOOR. THE LEADING

EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE 27 INCHES MAXIMUM ABOVE THE FLOOR.

405 RAMPS

405.2 SLOPE. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12.

EXCEPTION: IN EXISTING SITES, BUILDINGS, AND FACILITIES, RAMPS SHALL BE PERMITTED TO HAVE RUNNING SLOPES STEEPER

THAN 1:12 COMPLYING WITH TABLE 405.2 WHERE SUCH SLOPES ARE NECESSARY DUE TO SPACE LIMITATIONS.

405.3 CROSS SLOPE. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48.

405.5 CLEAR WIDTH. THE CLEAR WIDTH OF A RAMP RUN AND, WHERE HANDRAILS ARE PROVIDED, THE CLEAR WIDTH BETWEEN

HANDRAILS SHALL BE 36 INCHES MINIMUM.

405.6 RISE. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAXIMUM.

405.7 LANDINGS. RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF EACH RAMP RUN. LANDINGS SHALL COMPLY

WITH 405.7.

504 STAIRWAYS

504.2 TREADS AND RISERS. ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD

DEPTHS. RISERS SHALL BE 4 INCHES (100 MM) HIGH MINIMUM AND 7 INCHES (180 MM) HIGH MAXIMUM. TREADS SHALL BE 11

INCHES (280 MM) DEEP MINIMUM.

504.3 OPEN RISERS. OPEN RISERS ARE NOT PERMITTED.

504.4 TREAD SURFACE. STAIR TREADS SHALL COMPLY WITH 302. CHANGES IN LEVEL ARE NOT PERMITTED.

EXCEPTION: TREADS SHALL BE PERMITTED TO HAVE A SLOPE NOT STEEPER THAN 1:48.

504.5 NOSINGS. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE 1/2 INCH (13 MM) MAXIMUM.

NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE CURVED OR BEVELED.

RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30 DEGREES MAXIMUM FROM VERTICAL. THE

PERMITTED PROJECTION OF THE NOSING SHALL EXTEND 1 1/2 INCHES (38 MM) MAXIMUM OVER THE TREAD BELOW.

505 HANDRAILS

505.2 WHERE REQUIRED. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS.

505.3 CONTINUITY . HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN.

INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS.

505.4 HEIGHT. TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MINIMUM AND 38 INCHES MAXIMUM

VERTICALLY ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES. HANDRAILS SHALL BE AT A CONSISTENT

HEIGHT ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES.

505.5 CLEARANCE. CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACES SHALL BE 1 1/2 INCHES

MINIMUM.

505.10.1 TOP AND BOTTOM EXTENSION AT RAMPS. RAMP HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING

FOR 12 INCHES MINIMUM BEYOND THE TOP AND BOTTOM OF RAMP RUNS. EXTENSIONS SHALL RETURN TO A WALL, GUARD,

OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN.

505.10.2 TOP EXTENSION AT STAIRS. AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE

LANDING FOR 12 INCHES MINIMUM BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. EXTENSIONS SHALL RETURN TO A

WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT.

505.10.3 BOTTOM EXTENSION AT STAIRS. AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF

THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE AT LEAST EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING.

EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL

OF AN ADJACENT STAIR FLIGHT.

604 WATER CLOSETS AND TOILET COMPARTMENTS

604.2 LOCATION. THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO

ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MINIMUM TO 18 INCHES MAXIMUM FROM

THE SIDE WALL OR PARTITION, EXCEPT THAT THE WATER CLOSET SHALL BE 17 INCHES MINIMUM AND 19 INCHES

MAXIMUM FROM THE SIDE WALL OR PARTITION IN THE AMBULATORY ACCESSIBLE TOILET COMPARTMENT

SPECIFIED IN 604.8.2. WATER CLOSETS SHALL BE ARRANGED FOR A LEFT-HAND OR RIGHT-HAND APPROACH.

604.3.1 SIZE. CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES MINIMUM MEASURED PERPENDICULAR

FROM THE SIDE WALL AND 56 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL.

604.3.2 OVERLAP. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP

THE WATER CLOSET, ASSOCIATED GRAB BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS,

SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT OTHER FIXTURES, AND THE

TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED WATER

CLOSET CLEARANCE.

EXCEPTION: IN RESIDENTIAL DWELLING UNITS, A LAVATORY COMPLYING WITH 606 SHALL BE PERMITTED ON THE

REAR WALL 18 INCHES MINIMUM FROM THE WATER CLOSET CENTERLINE WHERE THE CLEARANCE AT THE WATER

CLOSET IS 66 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL.

ADVISORY 604.3.2 OVERLAP. WHEN THE DOOR TO THE TOILET ROOM IS PLACED DIRECTLY IN FRONT OF THE

WATER CLOSET, THE WATER CLOSET CANNOT OVERLAP THE REQUIRED MANEUVERING CLEARANCE FOR THE

DOOR INSIDE THE ROOM.

602.4 SPOUT HEIGHT. SPOUT OUTLETS SHALL BE 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.

602.5 SPOUT LOCATION. THE SPOUT SHALL BE LOCATED 15 INCHES MINIMUM FROM THE VERTICAL SUPPORT AND 5

INCHES MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS.

602.7 DRINKING FOUNTAINS FOR STANDING PERSONS. SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING

PERSONS SHALL BE 38 INCHES MINIMUM AND 43 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.

604.6 FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH

CONTROLS SHALL COMPLY WITH 309. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER

CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS COMPLYING WITH 604.8.2.

604.7 DISPENSERS. TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND SHALL BE 7 INCHES MINIMUM AND 9

INCHES MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE

OUTLET OF THE DISPENSER SHALL BE 15 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR AND

SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR

THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW.

604.8 TOILET COMPARTMENTS. WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS SHALL MEET THE REQUIREMENTS

OF 604.8.1 AND 604.8.3. COMPARTMENTS CONTAINING MORE THAN ONE PLUMBING FIXTURE SHALL COMPLY WITH 603.

AMBULATORY ACCESSIBLE COMPARTMENTS SHALL COMPLY WITH 604.8.2 AND 604.8.3.

604.8.1 WHEELCHAIR ACCESSIBLE COMPARTMENTS. WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL COMPLY

WITH 604.8.1.

604.8.1.1 SIZE. WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES WIDE MINIMUM MEASURED

PERPENDICULAR TO THE SIDE WALL, AND 56 INCHES DEEP MINIMUM FOR WALL HUNG WATER CLOSETS AND 59

INCHES DEEP MINIMUM FOR FLOOR MOUNTED WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL.

WHEELCHAIR ACCESSIBLE COMPARTMENTS FOR CHILDREN'S USE SHALL BE 60 INCHES WIDE MINIMUM MEASURED

PERPENDICULAR TO THE SIDE WALL, AND 59 INCHES DEEP MINIMUM FOR WALL HUNG AND FLOOR MOUNTED

WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL.

607 BATHTUBS

607.2 CLEARANCE. CLEARANCE IN FRONT OF BATHTUBS SHALL EXTEND THE LENGTH OF THE BATHTUB AND SHALL

BE 30 INCHES WIDE MINIMUM. A LAVATORY COMPLYING WITH 606 SHALL BE PERMITTED AT THE CONTROL END OF

THE CLEARANCE. WHERE A PERMANENT SEAT IS PROVIDED AT THE HEAD END OF THE BATHTUB, THE CLEARANCE

SHALL EXTEND 12 INCHES MINIMUM BEYOND THE WALL AT THE HEAD END OF THE BATHTUB.

607.5 CONTROLS. CONTROLS, OTHER THAN DRAIN STOPPERS, SHALL BE LOCATED ON AN END WALL. CONTROLS

SHALL BE BETWEEN THE BATHTUB RIM AND GRAB BAR, AND BETWEEN THE OPEN SIDE OF THE BATHTUB AND THE

CENTERLINE OF THE WIDTH OF THE BATHTUB. CONTROLS SHALL COMPLY WITH 309.4.

607.6 SHOWER SPRAY UNIT AND WATER. A SHOWER SPRAY UNIT WITH A HOSE 59 INCHES LONG MINIMUM THAT

CAN BE USED BOTH AS A FIXED-POSITION SHOWER HEAD AND AS A HAND-HELD SHOWER SHALL BE PROVIDED. THE

SHOWER SPRAY UNIT SHALL HAVE AN ON/OFF CONTROL WITH A NON-POSITIVE SHUT-OFF. IF AN

ADJUSTABLE-HEIGHT SHOWER HEAD ON A VERTICAL BAR IS USED, THE BAR SHALL BE INSTALLED SO AS NOT TO

OBSTRUCT THE USE OF GRAB BARS. BATHTUB SHOWER SPRAY UNITS SHALL DELIVER WATER THAT IS 120°F (49°C)

MAXIMUM.

606 LAVATORIES AND SINKS

606.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING WITH 305, POSITIONED FOR A FORWARD

APPROACH, AND KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED.

EXCEPTIONS: 1. A PARALLEL APPROACH COMPLYING WITH 305 SHALL BE PERMITTED TO A KITCHEN SINK IN A

SPACE WHERE A COOK TOP OR CONVENTIONAL RANGE IS NOT PROVIDED AND TO WET BARS.

2. A LAVATORY IN A TOILET ROOM OR BATHING FACILITY FOR A SINGLE OCCUPANT ACCESSED ONLY THROUGH A

PRIVATE OFFICE AND NOT FOR COMMON USE OR PUBLIC USE SHALL NOT BE REQUIRED TO PROVIDE KNEE AND

TOE CLEARANCE COMPLYING WITH 306.

3. IN RESIDENTIAL DWELLING UNITS, CABINETRY SHALL BE PERMITTED UNDER LAVATORIES AND KITCHEN SINKS

PROVIDED THAT ALL OF THE FOLLOWING CONDITIONS ARE MET:

1. THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE FIXTURE;

2. THE FINISH FLOOR EXTENDS UNDER THE CABINETRY; AND

3. THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED.

6. THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND TOE CLEARANCES.

7. NO MORE THAN ONE BOWL OF A MULTI-BOWL SINK SHALL BE REQUIRED TO PROVIDE KNEE AND TOE CLEARANCE

COMPLYING WITH 306.

606.3 HEIGHT. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR

COUNTER SURFACE 34 INCHES (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.

EXCEPTIONS: 1. A LAVATORY IN A TOILET OR BATHING FACILITY FOR A SINGLE OCCUPANT ACCESSED ONLY

THROUGH A PRIVATE OFFICE AND NOT FOR COMMON USE OR PUBLIC USE SHALL NOT BE REQUIRED TO COMPLY

WITH 606.3.

608 SHOWER COMPARTMENTS

ADVISORY 608.1 GENERAL. SHOWER STALLS THAT ARE 60 INCHES WIDE AND HAVE NO CURB MAY INCREASE THE

USABILITY OF A BATHROOM BECAUSE THE SHOWER AREA PROVIDES ADDITIONAL MANEUVERING SPACE.

608.2 SIZE AND CLEARANCES FOR SHOWER COMPARTMENTS. SHOWER COMPARTMENTS SHALL HAVE SIZES AND

CLEARANCES COMPLYING WITH 608.2.

608.2.1 TRANSFER TYPE SHOWER COMPARTMENTS. TRANSFER TYPE SHOWER COMPARTMENTS SHALL BE 36

INCHES BY 36 INCHES CLEAR INSIDE DIMENSIONS MEASURED AT THE CENTER POINTS OF OPPOSING SIDES AND

SHALL HAVE A 36 INCH WIDE MINIMUM ENTRY ON THE FACE OF THE SHOWER COMPARTMENT. CLEARANCE OF 36

INCHES WIDE MINIMUM BY 48 INCHES LONG MINIMUM MEASURED FROM THE CONTROL WALL SHALL BE PROVIDED.

608.2.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS. STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS

SHALL BE 30 INCHES WIDE MINIMUM BY 60 INCHES DEEP MINIMUM CLEAR INSIDE DIMENSIONS MEASURED AT

CENTER POINTS OF OPPOSING SIDES AND SHALL HAVE A 60 INCHES WIDE MINIMUM ENTRY ON THE FACE OF THE

SHOWER COMPARTMENT.

608.2.2.1 CLEARANCE. A 30 INCH WIDE MINIMUM BY 60 INCH LONG MINIMUM CLEARANCE SHALL BE PROVIDED

ADJACENT TO THE OPEN FACE OF THE SHOWER COMPARTMENT.

EXCEPTION: A LAVATORY COMPLYING WITH 606 SHALL BE PERMITTED ON ONE 30 INCH WIDE MINIMUM SIDE OF THE

CLEARANCE PROVIDED THAT IT IS NOT ON THE SIDE OF THE CLEARANCE ADJACENT TO THE CONTROLS OR, WHERE

PROVIDED, NOT ON THE SIDE OF THE CLEARANCE ADJACENT TO THE SHOWER SEAT.

608.2.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS. ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS

SHALL BE 36 INCHES WIDE AND 60 INCHES DEEP MINIMUM CLEAR INSIDE DIMENSIONS MEASURED AT CENTER

POINTS OF OPPOSING SIDES. A 36 INCH WIDE MINIMUM ENTRY SHALL BE PROVIDED AT ONE END OF THE LONG SIDE

OF THE COMPARTMENT.

608.3 GRAB BARS. GRAB BARS SHALL COMPLY WITH 609 AND SHALL BE PROVIDED IN ACCORDANCE WITH 608.3.

WHERE MULTIPLE GRAB BARS ARE USED, REQUIRED HORIZONTAL GRAB BARS SHALL BE INSTALLED AT THE SAME

HEIGHT ABOVE THE FINISH FLOOR.

608.4 SEATS. A FOLDING OR NON-FOLDING SEAT SHALL BE PROVIDED IN TRANSFER TYPE SHOWER

COMPARTMENTS. A FOLDING SEAT SHALL BE PROVIDED IN ROLL-IN TYPE SHOWERS REQUIRED IN TRANSIENT

LODGING GUEST ROOMS WITH MOBILITY FEATURES COMPLYING WITH 806.2. SEATS SHALL COMPLY WITH 610.

702 ALARMS

702.1 GENERAL. FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND VISIBLE ALARMS COMPLYING WITH NFPA 72 (1999 OR

2002 EDITION) (INCORPORATED BY REFERENCE, SEE "REFERENCED STANDARDS" IN CHAPTER 1), EXCEPT THAT THE MAXIMUM ALLOWABLE SOUND

LEVEL OF AUDIBLE NOTIFICATION APPLIANCES COMPLYING WITH SECTION 4-3.2.1 OF NFPA 72 (1999 EDITION) SHALL HAVE A SOUND LEVEL NO MORE

THAN 110 DB AT THE MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE. IN ADDITION, ALARMS IN GUEST ROOMS REQUIRED TO PROVIDE

COMMUNICATION FEATURES SHALL COMPLY WITH SECTIONS 4-3 AND 4-4 OF NFPA 72 (1999 EDITION) OR SECTIONS 7.4 AND 7.5 OF NFPA 72 (2002

EDITION).

EXCEPTION: FIRE ALARM SYSTEMS IN MEDICAL CARE FACILITIES SHALL BE PERMITTED TO BE PROVIDED IN ACCORDANCE WITH INDUSTRY PRACTICE.

703 SIGNS

703.1 GENERAL. SIGNS SHALL COMPLY WITH 703. WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH BOTH

VISUAL AND TACTILE CHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, AND ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED.

703.7.2 SYMBOLS.

703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL COMPLY WITH FIGURE 703.7.2.1.

CHAPTER 8 - SPECIAL ROOMS, SPACES & ELEMENTS

804 KITCHENS

804.2 CLEARANCE. WHERE A PASS THROUGH KITCHEN IS PROVIDED, CLEARANCES SHALL COMPLY WITH 804.2.1. WHERE A U-SHAPED KITCHEN IS

PROVIDED, CLEARANCES SHALL COMPLY WITH 804.2.2.

EXCEPTION: SPACES THAT DO NOT PROVIDE A COOKTOP OR CONVENTIONAL RANGE SHALL NOT BE REQUIRED TO COMPLY WITH 804.2.

ADVISORY 804.2 CLEARANCE. CLEARANCES ARE MEASURED FROM THE FURTHEST PROJECTING FACE OF ALL OPPOSING BASE CABINETS, COUNTER

TOPS, APPLIANCES, OR WALLS, EXCLUDING HARDWARE.

804.2.1 PASS THROUGH KITCHEN. IN PASS THROUGH KITCHENS WHERE COUNTERS, APPLIANCES OR CABINETS ARE ON TWO OPPOSING SIDES, OR

WHERE COUNTERS, APPLIANCES OR CABINETS ARE OPPOSITE A PARALLEL WALL, CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER

TOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS SHALL BE 40 INCHES MINIMUM. PASS THROUGH KITCHENS SHALL HAVE TWO ENTRIES.

804.2.2 U-SHAPED. IN U-SHAPED KITCHENS ENCLOSED ON THREE CONTIGUOUS SIDES, CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS,

COUNTER TOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS SHALL BE 60 INCHES MINIMUM.

804.3 KITCHEN WORK SURFACE. IN RESIDENTIAL DWELLING UNITS REQUIRED TO COMPLY WITH 809, AT LEAST ONE 30 INCHES WIDE MINIMUM

SECTION OF COUNTER SHALL PROVIDE A KITCHEN WORK SURFACE THAT COMPLIES WITH 804.3.

804.3.1 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH SHALL BE

PROVIDED. THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE KITCHEN WORK SURFACE AND SHALL PROVIDE KNEE AND TOE

CLEARANCE COMPLYING WITH 306.

EXCEPTION: CABINETRY SHALL BE PERMITTED UNDER THE KITCHEN WORK SURFACE PROVIDED THAT ALL OF THE FOLLOWING CONDITIONS ARE MET:

1. THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE KITCHEN WORK SURFACE;

2. THE FINISH FLOOR EXTENDS UNDER THE CABINETRY; AND

3. THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED.

804.3.2 HEIGHT. THE KITCHEN WORK SURFACE SHALL BE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.

EXCEPTION: A COUNTER THAT IS ADJUSTABLE TO PROVIDE A KITCHEN WORK SURFACE AT VARIABLE HEIGHTS, 29 INCHES MINIMUM AND 36 INCHES

MAXIMUM, SHALL BE PERMITTED.

ICC/ANSI 117.1 - 2009

(a)elevation

(b)plan

(a)elevation

(b)plan

(a)180 degree turn

(b)180 degree turn(exception)

(a)front approach, pull side

(b)front approach, push side

(c)front approach, push side, doorprovided with both closer and latch

(e)hinge approach, pull side

(f)hinge approach, push side

(d)hinge approach, pull side

(a)straignt

(b)change in direction

landing landing

landing

ramp run ramp run

ram

p ru

n

at least as wide as ramp run

(a)car

(b)van

area to bemarked

(a)stairs

(b)ramps

(c)walking surfaces

�

�

transfer side

(a)adult wall hungwater closet

(b)floor mounted water closet - adultwall hung and floor mounted water closet - children

606.4 FAUCETS. CONTROLS FOR FAUCETS SHALL COMPLY WITH 309. HAND-OPERATED METERING FAUCETS SHALL

REMAIN OPEN FOR 10 SECONDS MINIMUM.

(a)removable in-tub seat

(b)permanent seat

back wall back wall

controlendwall

controlendwall

headendwall

headendwall

(a) (b)

Section 609.4

CHAPTER 10 - DWELLING UNITS & SLEEPING UNITS

ALL REQUIREMENTS FOR DWELLING & SLEEPING UNITS SHALL MEET SECTIONS 1001.1 - 1006.6.1

48" T

OP

OF

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THE

IBC/

IRC

CODE

.

Project number

Date

Design by:

Drawn by:

Checked by:

Set Description:

9/9/2016 2:44:26 PM

A1.3

ADA Codes

TRC 15-009

9-9-16

TNF/CRF

CRF

CRF/RM

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B

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FIRECOMMAND

ROOM 1' -

0"

1' - 0"

5' -

0"

SPRINKLER ROOM DOORS,SEE DOOR SCHEDULE FOR SIZE

EXTERIOR SIDEWALK

SIGNAGE:1/2" LETTERING w/1/2" STROKE ON.080 ALUM. SHEETWHITE 3M REFLECTIVESHEETING AS BCKGRND

CENTER SIGN ON DOOR

5'-0

" M

AX

.

FINISHED FLOOR

SURFACE MOUNT FIREEXTINGUISHER CABINET,REFER TO SPEC. SHEETTHIS PAGE

Custo

m D

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n F

or:

I HER

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CERT

IFY

THAT

THI

S DO

CUM

ENT,

CON

SIST

ING

OF P

LANS

, DES

IGNS

AND

SPEC

IFIC

ATIO

NS W

AS P

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RREN

T ED

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N OF

THE

IBC/

IRC

CODE

.

Project number

Date

Design by:

Drawn by:

Checked by:

Set Description:

9/9/2016 2:44:27 PM

A1.4

Details &Schedules

TRC 15-009

9-9-16

TNF/CRF

CRF

CRF/RM

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Permit Revisions

Door Schedule

DoorType Count Function Door Size Type Comments

1 8 Exterior Curtain-Door-SGL-Stand-Alone-Door_Steelbuilt-60mm-Series_TGP Glass door by curtain wall manf. Entry Door U-Value = 0.60, SHGC 0.60

2 4 Interior 36" x 80" Future bathroom door, separate TI

3 1 Exterior 36" x 80" Sprinkler Room Sprinkler room door, see 1/A1.3 for signage

3/4" = 1'-0"1

Fire Command Room Sign 12" = 1'-0"

2Fire Department Recessed Key Box

3/4" = 1'-0"3

Fire Extinguisher Cabinet 12" = 1'-0"

4Fire Extinguisher Cab Specs

Window Schedule

Count Window Description Comments

1 A 5/0 5/0 Fixed Aluminum U-Value = 0.38, SHGC = 0.53 North window

1 A 5/0 5/0 Fixed Aluminum U-Value = 0.38, SHGC = 0.53 North window

1 A 5/0 5/0 Fixed Aluminum U-Value = 0.38, SHGC =0.40

1 A 5/0 5/0 Fixed Aluminum U-Value = 0.38, SHGC =0.40

1 A 5/0 5/0 Fixed Aluminum U-Value = 0.38, SHGC =0.40

1 B 17/6 12/0 Fixed Aluminum with Entry Door Window Set U-Value = 0.38, SHGC =0.40, Entry Door U-Value = 0.60, SHGC 0.60

1 B 17/6 12/0 Fixed Aluminum with Entry Door Window Set U-Value = 0.38, SHGC =0.40, Entry Door U-Value = 0.60, SHGC 0.60

1 B 17/6 12/0 Fixed Aluminum with Entry Door Window Set U-Value = 0.38, SHGC =0.40, Entry Door U-Value = 0.60, SHGC 0.60

1 C 3/6 14/0 Fixed Aluminum U-Value = 0.38, SHGC = 0.53 North window

1 C 3/6 14/0 Fixed Aluminum U-Value = 0.38, SHGC = 0.53 North window

1 C 3/6 14/0 Fixed Aluminum U-Value = 0.38, SHGC =0.40

1 C 3/6 14/0 Fixed Aluminum U-Value = 0.38, SHGC =0.40

1 D 7/0 12/0 Fixed Aluminum with Entry Door Window Set U-Value = 0.38, SHGC =0.40, Entry Door U-Value = 0.60, SHGC 0.60

1 E 17/6 7/0 Fixed Aluminum with Entry Door Window Set U-Value = 0.38, SHGC =0.40, Entry Door U-Value = 0.60, SHGC 0.60

1 E 17/6 7/0 Fixed Aluminum with Entry Door Window Set U-Value = 0.38, SHGC =0.40, Entry Door U-Value = 0.60, SHGC 0.60

1 E 17/6 7/0 Fixed Aluminum with Entry Door Window Set U-Value = 0.38, SHGC =0.40, Entry Door U-Value = 0.60, SHGC 0.60

1 E 17/6 7/0 Fixed Aluminum with Entry Door Window Set U-Value = 0.38, SHGC =0.40, Entry Door U-Value = 0.60, SHGC 0.60

12" = 1'-0"5

Exit Sign Light Combo

A3.0

A3.0

A3.03

A3.0

1

2

4

1

A4.0

1

2

3

A B C D F

F.5E

3.5

28' - 6" 28' - 6" 28' - 6" 28' - 6" 1' - 6"

28' - 6" 28' - 6" 28' - 6" 12' - 0" 18' - 0"

115' - 6"

18

' - 0

"2

3' -

6"

41

' - 6

"

114' - 0"

Lease Space

A

Lease Space

C

3' -

6"

3' -

6"

4' -

0"

3' -

6"

3' -

6"

4' -

6"

5' -

0"

5' -

0"

5' -

0"

4' -

0"

4' -

0"

5' -

0"

4' -

0"

5' -

0"

4' -

0"

5' -

0"

4' -

0"

9' -

0"

8' -

5 1

/2"

4' -

4 1

/2"

10

' - 2

"

21' - 6" 7' - 0"

1

A4.1

3

A4.0

A2.0

2

40

' - 0

" RESTROOM

SINK

FIRECONTROL

ROOM 8' -

3"

3' - 8"

5' - 6" 17' - 6" 5' - 6" 5' - 6" 17' - 6" 5' - 6" 5' - 6" 17' - 6" 5' - 6" 5' - 6" 17' - 6" 5' - 6"

5' - 6" 17' - 6" 5' - 6" 5' - 6" 17' - 6" 5' - 6" 5' - 6" 17' - 6" 5' - 6" 2' - 6" 7' - 0" 2' - 6" 3' - 6" 3' - 6" 4' - 0" 3' - 6" 3' - 6"

Lease Space

B

Lease Space

D

16

' - 6

"2

3' -

6"

T.S. POST,CL ON GRID 2 & GRIDS B,C & D

0' - 3" TYP.

6x6 POST IN WALL FORCANOPY ROD SUPPORT

3

1 1 1 1

1111

FUTUREBATH

FUTUREBATH

FUTUREBATH

FIRE COMMANDROOM DOORS,SEE 1/A1.4 FORSIGNAGE DTLS.

SPRINKLER ROOM

FIRE DEPARTMENT LOCKSAFE LOCATION, SEE 2/A1.4

EXIT EXIT EXIT EXIT

EXITEXITEXITEXIT

F.E.C.

F.E.C.

FIRE EXTINGUISHERCABINET, SEE

DETAILS 3&4/A1.4

17'-6"x12'-0" (210 SQ. FT.)GLAZED STOREFRONT

A

A

A

C C

C

C

BBB

E

A

A

D

ADJUST PLATE HEIGHTTO MATCH ROOF SLOPE

ADJUST PLATE HEIGHTTO MATCH ROOF SLOPE

EEE

2

B

12

' - 3

"

7' -

10

1/2

"0

' - 3

1/2

"4

' - 1

"

6' - 5"

WALL HUNG SINK @ 34" A.F.F.,CLEAR FLOOR SPACE & KNEE/TOECLEARANCE PER ICC SECTION 606

VERTICAL & HORIZ. GRAB BARS

TOILET

60"x56" CLR. SPACE FOR TOILET

30"x48" CLR. SPACE FOR SINK

60" DIA. MANUV. SPACE

COUNTERTOP & SINK @ 34" A.F.F.,CLEAR FLOOR SPACE & KNEE/TOECLEARANCE PER ICC SECTION 606

3/0 6/8DOOR

3' - 0"

*TYP. NOTE:ALL FLOORING, COVE BASE & WALLSTO COMPLY WITH IBC SECTION 1210.

3/0 6/8FRAMED

OPENING

48" CLR. SPACE INFRONT OF DOOR

*TYP. NOTE:REFER TO ANSI 117.1, SECTION604 & 606 FOR MORE INFO.

Custo

m D

esig

n F

or:

I HER

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CERT

IFY

THAT

THI

S DO

CUM

ENT,

CON

SIST

ING

OF P

LANS

, DES

IGNS

AND

SPEC

IFIC

ATIO

NS W

AS P

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FRO

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RC A

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URE.

WRI

TTEN

DIM

ENSI

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IN T

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AND

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OF

ANY

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SHAL

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NFOR

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RREN

T ED

ITIO

N OF

THE

IBC/

IRC

CODE

.

Project number

Date

Design by:

Drawn by:

Checked by:

Set Description:

9/9/2016 2:44:28 PM

A2.0

Floor Plan

TRC 15-009

9-9-16

TNF/CRF

CRF

CRF/RM

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N N

3/16" = 1'-0"1

Main Floor Plan

1/4" = 1'-0"2

Enlarged Bathroom

Main Floor164' - 1 3/8"

Roof176' - 1 3/8"

Assumed T.O.Footing

162' - 1 3/8"

A B C D FF.5E

10

' - 0

"

17' - 6"

12

' - 0

"

7' - 0"

12

' - 0

"

14

' - 0

"

3' - 6"

12

' - 0

"

12

' - 0

"

17' - 6" 17' - 6"

EQUIPMENT SCREEN WALL, HARDI PANEL w/ METAL REVEALS AT JOINTS

FASCIA w/ METAL TRIM COVER

CLOSED SOFFIT, VENTED HARDIE MATERIAL

BUILDING SIGNAGE BY OTHERS

CANOPY SUPPORT RODS, SEE ENG. PLANS FOR DTLS.

METAL CANOPY, REFER TO ENG. SHEETS FOR DTLS.

PRECAST CONCRETE DRIP EDGE

BRICK VENEER, MATCH ADJACENT BUILDING

ALUMINUM DOWNSPOUTS FROM CANOPY

ALUMINUM STOREFRONT WINDOWS

ALUMINUM DOOR

HARDIE PLANK SIDING, MATCH ADJACENT BUILDING

7' -

0"

2' -

0"

2' -

0"

2' -

0"

2' -

0"

2' -

0"

2' -

0"

2' -

0"

3' - 6"

20

' - 3

5/8

"

Main Floor164' - 1 3/8"

Roof176' - 1 3/8"

Assumed T.O.Footing

162' - 1 3/8"

ABCDFF.5 E

Main Floor164' - 1 3/8"

Roof176' - 1 3/8"

Assumed T.O.Footing

162' - 1 3/8"

1233.5

3' - 6"

14

' - 0

"

5' - 0"

5' -

0"

0.5

12

0.5

12

10

' - 0

"

8' -

6"

7' -

0"

8' -

6"

Main Floor164' - 1 3/8"

Roof176' - 1 3/8"

Assumed T.O.Footing

162' - 1 3/8"

1 2 33.5

0.5

12

0.5

12

Custo

m D

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or:

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CON

SIST

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OF P

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AND

SPEC

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ONST

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SHAL

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RREN

T ED

ITIO

N OF

THE

IBC/

IRC

CODE

.

Project number

Date

Design by:

Drawn by:

Checked by:

Set Description:

9/9/2016 2:44:34 PM

A3.0

BuildingElevations

TRC 15-009

9-9-16

TNF/CRF

CRF

CRF/RM

Lin

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ing 3

B

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Str

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Permit Revisions

3/16" = 1'-0"1

East Lincoln Street Elevation

3/16" = 1'-0"2

West Parking Lot Elevation

3/16" = 1'-0"3

North Side Elevation 3/16" = 1'-0"

4South Side Elevation

Custo

m D

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or:

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THI

S DO

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CON

SIST

ING

OF P

LANS

, DES

IGNS

AND

SPEC

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NS W

AS P

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ON A

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ION

OF T

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OF

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ONST

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SHAL

L CO

NFOR

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O TH

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RREN

T ED

ITIO

N OF

THE

IBC/

IRC

CODE

.

Project number

Date

Design by:

Drawn by:

Checked by:

Set Description:

9/9/2016 2:44:39 PM

A3.1

PerspectiveViews

TRC 15-009

9-9-16

TNF/CRF

CRF

CRF/RM

Lin

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B

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Permit Revisions

1Northeast Corner

2Southeast Corner

3Northwest Side

Main Floor164' - 1 3/8"

Roof176' - 1 3/8"

TYPICAL ROOF CONSTRUCTIONTPO ROOFING

7" RIDGED INSULATIONSHEATHING PER ENGINEER,

USE SIMPSON PSCL (PANEL SHEATHING CLIPS) 1 PER BAY.ENG. JOISTS HUNG BTWN. BEAMS

** FOR ADDITIONAL INFORMATION REFER TO2015 IBC, CH 15 - ROOFING AND ROOF STRUCTURES.

SLAB FLOOR CONSTRUCTIONFINISH FLOORING, VINYL OR CARPET4" CONCRETE SLAB ON GRADE6 MIL. VISQUEEN4" SAND OVER APPROVED FILL2" RIDGED PERIM. INSUL. PER CODE

Assumed T.O.Footing

162' - 1 3/8"

1 2 3 3.5

PL

AT

E H

EIG

HT

@ G

RID

A

12

' - 0

"

3

A4.0

12

' - 0

"

3' -

6"

PL

AT

E H

EIG

HT

@ G

RID

3

13

' - 8

"

4' - 0"

8' -

6"

8' -

6"

0.5

124' - 0"

4' - 4"

BEAM PER ENG.HANG JOISTS TO BEAM

T.S. POST PER ENG.

EXTERIOR WALL CONSTRUCTIONEXTERIOR CLADDING PER ELEVATIONSBUILDING WRAPSHEATHING PER ENG.2x6 STUDS @ 16" O.C.R-21 INSUL.1/2" G.W.B.

EAVE SUPPORT & CONST. SEESTRUCTURAL DETAILS FOR ALL MEMBER

SIZES & CONNECTION DETAILS

METAL DRIP EDGE FLASHING

2x12 BARGE BOARD w/ FULLHEIGHT METAL FLASHING

PAINTED METAL GUTTERDRAINED TO STORM SYSTEM

PAINTED CLOSED SOFFIT

NOTE:THIS STRUCTURE WILL MEET THE EMERGENCY

RESPONDER RADIO REQMNTS. OF IFC SECTION 510PRIOR TO OCCUPANCY. RADIOS MUST BE PROVEN

TO WORK IN ALL AREAS WITHIN THE BUILDING

SEE DTLS. ON S SHEETSFOR ROOF EQUIPMENTSCREENING

OWNER APPROVED FINISHED CEILING PRIORCONSTRUCTION

SEE STRUCTURAL FOR ROOF FRAMINGLAYOUT, MEMBER SIZES AND SPACING

ROOFING MEMBRANE

6" RIGID INSULATION

HORIZONTAL PAINTED SOFFIT

2 X 12 BARGE BOARD W/PAINTED FULL HEIGHT METAL FLASHING

METAL DRIP EDGE FLASHING

TJI'S PER STRUCT. ENG.

TPO ROOF SYSTEM OVER RIGID FOAM INSULATION AS REQUIRED OVER PLYWOOD DECKING OVER PRE ENGINEERED TJI'S PER STRUCTURAL ENGINEER

A4.1

3Sim

Main Floor164' - 1 3/8"

Roof176' - 1 3/8"

Assumed T.O.Footing

162' - 1 3/8"

A B C D F F.5E

TYPICAL ROOF CONSTRUCTIONTPO ROOFING

7" RIDGED INSULATIONSHEATHING PER ENGINEER,

USE SIMPSON PSCL (PANEL SHEATHING CLIPS) 1 PER BAY.ENG. JOISTS HUNG BTWN. BEAMS

** FOR ADDITIONAL INFORMATION REFER TO2015 IBC, CH 15 - ROOFING AND ROOF STRUCTURES.

SLAB FLOOR CONSTRUCTIONFINISH FLOORING, VINYL OR CARPET4" CONCRETE SLAB ON GRADE6 MIL. VISQUEEN4" SAND OVER APPROVED FILL2" RIDGED PERIM. INSUL. PER CODE

EXTERIOR WALL CONSTRUCTIONEXTERIOR CLADDING PER ELEVATIONSBUILDING WRAPSHEATHING PER ENG.2x6 STUDS @ 16" O.C.R-21 INSUL.1/2" G.W.B.

BEAM PER ENG.HANG JOISTS TO BEAM

T.S. POST PER ENG.

SEE DTLS. ON S SHEETSFOR ROOF EQUIPMENTSCREENING

OWNER APPROVED FINISHED CEILING PRIORCONSTRUCTION

SEE STRUCTURAL FOR ROOF FRAMINGLAYOUT, MEMBER SIZES AND SPACING

TJI'S PER STRUCT. ENG.

WALLS FOR FUTURE BATHROOM T.I.

BEAM PER ENG.

Custo

m D

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OF P

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SHAL

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RREN

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THE

IBC/

IRC

CODE

.

Project number

Date

Design by:

Drawn by:

Checked by:

Set Description:

9/9/2016 2:44:40 PM

A4.0

BuildingSections

TRC 15-009

9-9-16

TNF/CRF

CRF

CRF/RM

Lin

coln

Str

eet, B

uild

ing 3

B

1243 L

incoln

Str

eet, B

elli

ngham

, W

A

Permit Revisions

1/4" = 1'-0"1

Section 1

1/4" = 1'-0"3

Section 3

Main Floor164' - 1 3/8"

Roof176' - 1 3/8"

Assumed T.O.Footing

162' - 1 3/8"

1 2 3.5

3

A4.0

0.5

12

0.5

121

8' -

0"

18

' - 9

"

10

' - 0

"

4' - 0"

OWNER APPROVED FINISHFLOOR OVER CONCRETE SLAB

OWNER APPROVED BASE TRIM

2" RIDGED INSUL. 2' BELOWGRADE AROUND FULL PERIMETER

SUPPORT BEAM PER STRUCTURAL ENGINEER

ROOFING MEMBRANE

CANT STRIP AS REQUIRED

ROOFING MEMBRANE

RIGID INSULATION

SIDING PER PLAN

RIGID INSULATION

TJI'S PER STRUCT. ENG.

SOLID BLOCKING AS REQUIRED

2 X 12 BARGE BOARD W/PAINTED FULL HEIGHT METAL FLASHING

METAL DRIP EDGE FLASHING

TYPICAL ROOF CONSTRUCTIONTPO ROOFING

7" RIDGED INSULATIONSHEATHING PER ENGINEER,

USE SIMPSON PSCL (PANEL SHEATHING CLIPS) 1 PER BAY.ENG. JOISTS HUNG BTWN. BEAMS

** FOR ADDITIONAL INFORMATION REFER TO2015 IBC, CH 15 - ROOFING AND ROOF STRUCTURES.

SLAB FLOOR CONSTRUCTIONFINISH FLOORING, VINYL OR CARPET4" CONCRETE SLAB ON GRADE6 MIL. VISQUEEN4" SAND OVER APPROVED FILL2" RIDGED PERIM. INSUL. PER CODE

EXTERIOR WALL CONSTRUCTIONEXTERIOR CLADDING PER ELEVATIONS

BUILDING WRAPSHEATHING PER ENG.2x6 STUDS @ 16" O.C.

R-21 INSUL.1/2" G.W.B.

Main Floor164' - 1 3/8"

Assumed T.O.Footing

162' - 1 3/8"

3

1' -

4"

1' -

0"

1' -

4"

5' -

0"

2' -

0"

1' -

4"

GLAZING

GLAZING

SOLID

GLAZING

GLAZING

GLAZING OR SOLID

4' - 0"

8' -

6"

HEADER PER PLAN

WINDOW OR DOOR PER PLAN

DBL. TOP PLATES

R-10, 2" RIDGED INSULATION,WIDTH OF HEADER

FLOOR OR ROOF ABOVE

G.W.B. INSIDE OF WALL

2x6 STUDS PER PLAN

2x6 STUDS

MINIMUM R-21 BATT.CAVITY INSULATION

EXTERIOR SHEATHING

1/2" G.W.B. INSIDE OF WALL,TAPE SEAMS, PRIME & PAINT

2x4 INTERIOR WALLSTUDS PER PLAN

2x6 STUD FOR G.W.B. BACKER

MINIMUM R-21 BATT.CAVITY INSULATION

1/2" G.W.B. INSIDE OF WALL,TAPE SEAMS, PRIME & PAINT

EXTERIOR SHEATHING

2x6 STUDS PER PLANEXTERIOR WALL

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THAT

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CON

SIST

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OF P

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, DES

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THE

IBC/

IRC

CODE

.

Project number

Date

Design by:

Drawn by:

Checked by:

Set Description:

9/9/2016 2:44:41 PM

A4.1

Sections

TRC 15-009

9-9-16

TNF/CRF

CRF

CRF/RM

Lin

coln

Str

eet, B

uild

ing 3

B

1243 L

incoln

Str

eet, B

elli

ngham

, W

A

Permit Revisions

1/4" = 1'-0"1

Section 2 3/8" = 1'-0"

2Storefront Windows - Section View

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

Framing Detail - Header 1 1/2" = 1'-0"

4Framing Detail - Stud Corner, Exterior Wall

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

Framing Detail - Stud Intersection

1

A4.0

1

22

3

A B C D F

F.5E

3.5

12

' - 6

"8

' - 0

"1

9' -

6"

1

A4.1

3

A4.0

22' - 0" 66' - 0" 26' - 0"

(4) ROOFTOP AC UNITS,MAX. 500 LBS. PER UNIT

I-JOISTS PER ENG. HUNG BETWEEN BEAMS

I-JOISTS PER ENG.SET 18' ABOVE MAIN FLR

18

' - 0

"

18' - 0"

BOLT ON METALCANOPIES, TYP. OVER

ENTRY DOORS

BOLT ON METALCANOPIES, TYP. OVER

ENTRY DOORS

36" TALL PARAPET TO SCREEN EQUIPMENT

4' -

0"

1' - 6" 114' - 0" 1' - 6"

4' -

0"

40

' - 0

"

1' - 6"

0.5

:12

0.5

:12

1

22

3

A B C D F

F.5E

3.5

114' - 0"

18

' - 0

"2

3' -

6"

97' - 6" 18' - 0"

16

' - 6

"2

3' -

6"

40

' - 0

"

1' -

6"

SLAB ON GRADE

0.512

2 X 12 BARGE BOARD W/PAINTED FULL HEIGHT METAL FLASHING

EAVE SUPPORT AND CONSTRUCTIONSEE STRUCTURAL DETAIL FOR ALL

MEMBER SIZES AND CONNECTION DETAILS

METAL DRIP EDGE FLASHING

ANGLE IRON OVERHANG SUPPORTATTACHED TO PAN DECK OR PLYWOOD

TPO ROOF SYSTEM OVER 7" RIGID FOAM INSULATION AS REQUIRED OVER PLYWOOD DECKING OVER I OR WEB JOISTS PER STRUCTURAL ENGINEER

SEE STRUCTURAL FOR HEADER SIZE AND HEIGHT

SEE SCHEDULE FOR WINDOW SIZE ANDHEAD HEIGHT

OWNER APPROVED FINISHEDFLOOR SURFACE

OWNER APPROVED BASE BOARDPAINTED TO MATCH

OWNER APPROVED INTERIOR WINDOWAND DOOR TRIM PAINTED TO MATCH

ANODIZED ALUMINUM WINDOW SEESCHEDULE FOR SIZE AND HEAD HEIGHT

CEDAR WINDOW TRIMSEE DETAIL

HORIZONTAL PAINTED SOFFIT

PAINTED METAL GUTTERDRAINED TO STORM SYSTEM

BRICK OR BLOCK AS PER PLAN

EXTERIOR FINISHEDGRADE PER PLAN

EXISTING BEARING MATERIAL

4" PERFORATED DRAIN LINECOVERED w/ FILTER FABRIC &

3/4" WASHED DRAIN ROCK,GRADED TO STORM SYSTEM

4" TIGHT LINE GRADEDTO STORM SYSTEM

SEE STRUCTURAL FOR FOOTINGAND STEM WALL SIZE AND REINFORCING

2" - R10 STYROFOAM INSULATIONFOR ENTIRE PERIMETER OF BUILDINGTO 2' BELOW GRADE 2' INSIDE BUILDING

PRE FORMED CONC. LEDGER

STRUCTURAL FILL COMPACTEDTO 98% STD. PROCTOR

PAINTED METAL FLASHING

WALL SHEATHING ANDSIDING PER PLAN

FRAMING MEMBER AND INSULATION AS REQUIRED SEE FRAMING PLAN

MIN

. 6

"

CONTINUE INSULATION TOUNDERSIDE OF ROOF SHEATHING

EXISTING BEARING MATERIAL

4" PERFORATED DRAIN LINECOVERED w/ FILTER FABRIC &

3/4" WASHED DRAIN ROCK,GRADED TO STORM SYSTEM

4" TIGHT LINE GRADEDTO STORM SYSTEM

SEE STRUCTURAL FOR FOOTINGAND STEM WALL SIZE AND REINFORCING

CONC. SLAB REINF AS REQUIRED PERSTRUCTURAL ENGINEER,OVER VAPOR BARRIEROVER 2" SAND CUSHIONOVER ORIGINAL MATERIALOR STRUCTURAL FILL COMPACTED TO98% STD. PROCTOR

2" - R10 STYROFOAM INSULATIONFOR ENTIRE PERIMETER OF BUILDINGTO 2' BELOW GRADE 2' INSIDE BUILDING

STRUCTURAL FILL COMPACTEDTO 98% STD. PROCTOR

SLOPE MIN 1%

4" MIN. CONCRETE SLAB,REINF. AS REQUIRED PER STRUCTURAL ENG.

2" SAND CUSHION OVER ORIGINAL MATERIAL ORSTRUCTURAL FILL COMPACTED TO 98% STD. PROCTOR

30" #4 BARS @ 24" O.C. DRILLED INTOSLAB OR STEM WALL MIN 6"

NOTCH STEM WALL AS REQUIREDFOR DOOR SIZE AND LOCATION

EXPANSION JOINT W/ APPROVEDWATER PROOF SEALANT AS REQUIRED

SLOPE INTERIOR SLAB TO MEET EXTERIORSLAB FOR WIDTH OF EXTERIOR WALL

DOOR OPENINGS PER PLAN

MAXIMUM 1/4" THRESHOLD MEASUREDVERTICALLY PER A117.1 SECTION 303

Custo

m D

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THAT

THI

S DO

CUM

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CON

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OF P

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, DES

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AND

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THE

IBC/

IRC

CODE

.

Project number

Date

Design by:

Drawn by:

Checked by:

Set Description:

9/9/2016 2:44:42 PM

A5.0

Foundation &Roof Plans

TRC 15-009

9-9-16

TNF/CRF

CRF

CRF/RM

Lin

coln

Str

eet, B

uild

ing 3

B

1243 L

incoln

Str

eet, B

elli

ngham

, W

A

Permit Revisions

1/8" = 1'-0"1

Roof

1/8" = 1'-0"2

T.O. Footing 1/2" = 1'-0"

3Wall to Roof Section

3/4" = 1'-0"4

Wall @ Entry Door

NOTE:REFER TO STRUCTURAL PLANS FORDETAILED DRAWINGS AND DETAILS.

THESE PLANS ON THIS SHEET ARE FORINFORMATIONAL PURPOSES ONLY