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TO <br />P <br /> <br />B <br />R <br />A <br />C <br />K <br />E <br />T <br />9" <br />HE <br />I <br />G <br />H <br />T <br />0' <br /> <br />- <br /> <br />3 <br /> <br />1 <br />/ <br />2 <br />" <br />0' - 8" <br />1/16" - 3/16" FLEX JOINT <br />0' - 8"0' - 0 1/2"0' - 8" <br />STANDARD BRICK PAVER 3-5/8" X 2-1/4" X 8" <br />0' <br /> <br />- <br /> <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />6" <br /> <br />c <br />o <br />m <br />p <br />a <br />c <br />t <br />e <br />d <br /> <br />b <br />a <br />s <br />e <br />SAND SETTING BED <br />COMPACTED DIRT WITH GEOTEXTILE <br />COMPACTED BASE <br />TECHNICAL NOTES on Brick Construction <br />1850 Centennial Park Drive, Reston, Virginia 20221 | <br />www.gobrick.com | 703-620-0010 <br />Accessible Clay Brick Pavements NOTE: <br />Abstract: Pavements composed of clay brick pavers must be able to <br />accommodate many types of traffic, including pedestrians with <br />physical disabilities. This Technical Note includes guidance related to <br />the design, construction and maintenance of pavements constructed <br />of brick pavers that will serve all people, including those with <br />disabilities. <br />Key Words: accessible surfaces, accessibility, ADA, disabilities, <br />pavements, segmental pavements, sidewalks. <br />Design <br />• Select a paving system that is durable and is easy to <br />maintain and repair <br />• Ensure that the base is designed and constructed <br />properly to avoid differential settlement <br />• Minimize joint and chamfer widths to control vibration <br />experienced by wheeled devices (see Figure 2) <br />• Select appropriate trees and plants for locations near <br />brick pavements, and employ root barriers or other best <br />management practices to accommodate them <br />• Consider permeable pavements that allow more rapid <br />water runoff and allow air and water to reach tree roots <br />• Minimize curb cuts in accessible paths to provide more <br />level surfaces <br />• Use truncated dome pavers/detectable warning surfaces <br />where applicable <br />• Select bond pattern and orientation that minimizes <br />wheelchair vibration <br />Paver Selection <br />• Select pavers that have top surfaces and edges that are <br />planar <br />• When present, chamfers or rounded edges not wider <br />than ¼ in. (6 mm) are recommended <br />• Select pavers with a surface that will provide adequate <br />slip resistance when wet <br />Construction <br />• Construct pavements with smooth and level surfaces <br />within the specified tolerances: <br />• ±⅜ in. (10 mm) from level in 10 ft (3 m), <br />noncumulative <br />• ⅛ in. (3.2 mm) maximum vertical lippage for straight <br />edged pavers; ¼ in. (6 mm) maximum vertical <br />lippage for chamfered pavers <br />• Maximum width of sand-filled joints: 3⁄16 in. (4.8 mm) <br />• Maximum width of mortar-filled joints: ½ in. (13 mm) <br />Maintenance <br />• Inspect and maintain pavements on a regular basis, but <br />not less than once a year <br />• Refill sand in the joints in sand-set brick paving <br />assemblies when necessary <br />• Repair pavements that inhibit accessibility as soon as <br />practical <br />SE <br />E <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br />(m <br />a <br />x <br />i <br />m <br />u <br />m <br /> <br />6 <br />' <br /> <br />h <br />i <br />g <br />h <br />) <br />HE <br />I <br />G <br />H <br />T <br /> <br />V <br />A <br />R <br />I <br />E <br />S <br /> <br />S <br />E <br />E <br /> <br />S <br />I <br />T <br />E <br /> <br />P <br />L <br />A <br />N <br /> <br />A <br />- <br />0 <br />. <br />0 <br />EXISTING NATURAL GRADE AT <br />ADJACENT NEIGHBOURING <br />PROPERTY TO REMAIN. GRADE <br />VARIES V.I.F. EXISTING <br />CONDITIONS <br />6" CMU FULL BLOCK 6" X 6" X 16" <br />AT PROPOSED PROPERTY FENCE <br />REFER TO STRUCTURAL PLANS <br />FOR REBAR. <br />PROPERTY LINE SEE SITE <br />PLAN A-0.0 <br />SEE STRUCTURAL <br />0' - 0" <br />BLOCK WALL <br />6" WIDE CMU <br />SIDE ELEVATION <br />N.T.S. <br />FRONT ELEVATION <br />N.T.S. <br />(V <br />E <br />R <br />I <br />F <br />Y <br />) <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />O <br />V <br />E <br />R <br />A <br />L <br />L <br /> <br />L <br />A <br />D <br />D <br />E <br />R <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />24" <br />27 1/2" <br />TYP. ALUMINUM <br />SERRATED <br />RUNGS 1 1/4"∅ <br />X 3/16" <br />SAFETY <br />CAP <br />2" LG. ALUM. <br />4 1/2" X 1 3/8" <br />3' <br /> <br />- <br /> <br />8 <br /> <br />1 <br />/ <br />8 <br />" <br />12 <br />" <br /> <br />1 <br />2 <br />" <br />3 1/8" <br />GRAB BARS <br />ALUMINUM <br />SERRATED <br />3' <br /> <br />- <br />6 <br />" <br />PLATFORM <br />1" X 3" X 1/8" <br />CHANNEL FRAME <br />SERRATED <br />1 1/4" X 4 1/8" <br />PLATFORM PLAN <br />N.T.S. <br />3" <br />12 <br />" <br />5" <br />PLATFORM <br />(V <br />E <br />R <br />I <br />F <br />Y <br />) <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />F <br />. <br />F <br />. <br /> <br />T <br />O <br /> <br />T <br />O <br />P <br /> <br />O <br />F <br /> <br />P <br />A <br />R <br />A <br />P <br />E <br />T <br />SAFETY <br />CAP <br />TREAD ALLOY- <br />ALLOY 6063-T5 <br />6061-T6 <br />A2 <br />PLATFORM LENGTH <br />B <br />VARIES <br />FINISH <br />PA <br />R <br />A <br />P <br />E <br />T <br />7" STANDARD <br />LADDER WIDTH <br />24" STANDARD <br />3/16" ALUM. <br />WALL BRACKET <br />C <br />A1 <br />D <br />FLOOR <br />3' <br /> <br />- <br /> <br />8 <br /> <br />1 <br />/ <br />2 <br />" <br />FLOOR BRACKET <br />7" <br />MI <br />N <br />I <br />M <br />U <br />M <br />2 7/16" HOLES FOR <br />3/8" ANCHOR <br />BOLTS BY OTHERS <br />3/16" ALUMINUM <br />INTERMEDIATE/TOP BRACKETS <br />AT 10'-0" O.C. MAX. <br />1/4"∅X 3/4" S.S. <br />H.H.M.B. W/ LOCK NUT <br />AND FLAT WASHER <br />#12 X 1 1/4" S.S. <br />SELF TAPPING SCREW <br />EXTRUDED RUNG <br />ALLOY 6061-T6 <br />PATENT RATED <br />FOR 1500 LBS. <br />1 1/4" <br />LADDER DETAILS <br />1/2 FULL SCALE <br />3" X 1" X 1/8" <br />ALUM.CHANNEL RAIL <br />ALLOY 6063-TS <br />D <br />Scale <br />Date <br />Drawn By <br />Checked By <br />Project Number <br />14 <br />3 <br />0 <br /> <br />E <br /> <br />E <br />D <br />I <br />N <br />G <br />E <br />R <br /> <br />A <br />V <br />E <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />NOVUM <br />A R C H I T E C T U R E, Inc <br />www.novumarchitecture.com <br />OFFICES: SOUTH BAY / ORANGE COUNTY <br />116 S CATALINA AVE. STE. 122, <br />REDONDO BEACH, CA 90277 <br />TEL: 310-383-1827 / 310-709-4476 <br />N <br />DARIAN <br />RADAC <br />NO. C-33451 <br />RENEWAL DATE <br />LICENSED <br />STA <br />OE <br />CETIHCRA <br />T <br />T <br />F <br />INR <br />I O <br />CALF <br />A2-28-2025 <br />Darian Radac <br />As indicated <br />A-023 <br />TO <br />M <br />' <br />S <br /> <br />J <br />R <br />Checker <br />Author <br />9-03-2024 <br />tom's2023 <br />Ar <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />u <br />r <br />a <br />l <br /> <br />D <br />e <br />t <br />a <br />i <br />l <br />s <br />Mr <br />. <br /> <br />S <br />p <br />i <br />r <br />o <br />s <br /> <br />P <br />o <br />l <br />i <br />t <br />i <br />s <br />3" = 1'-0"3 ACCESSIBLE BRICK PAVED DETAIL <br />3/4" = 1'-0"4 CMU FENCE WALL DETAIL <br />1" = 1'-0"5 Roof Ladder <br />6" = 1'-0"6 Roof Ladder Detail <br />No. Description Date <br />1430 E Edinger Ave <br />3/27/2025