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Home My WebLink AboutDRB17-0062_A2.2_1489009860.pdf i OF if I.) 13.45.15,j igj AM°10151' ' V = = DR: AP••OVED 3/8/ 017 12:00:00 AM UNITS C/D FAGS OF EXISTING EXTERIOR SIDING VICTOR MARK DONALDSON 2X8 GUARDRAIL 2X6 GUARDRAIL VARIES, TREADS PER PLAN ® II" EACH / / .I' / j IXS CEDAR BALUSTER V in V V — — — — — — — — — N / / �I VARIES IIII / / J �` V.I.F. ARCHITECTURE / I 5'-4" in PT 4X4 POST 2" DIA WOOD HANDRAIL V STAIRS P. BOTH SIDES, RE: NOTES / / 7---J PLANNING INTERIOR S1977- \ VAV. F. 'Iii z IXS CEDAR GUARDRAIL, SINCE / UNITS A/B I I MARINE GRADE ---- 7 410 MATCH EXISTING (TVP.) / / 2 PLYWOOD DECKING D- 4V / 7r--J A22 PT RIM JOIST RE: STRUCT. ARCHITECT S ,-i wX \ / --- PT JOIST, RE: STRUGT. k, < 3 5/4" (TYPa PT LEDGER RE: STRUCT. 9 0 W B E H C H V A R K R O R D ,� ® o .� oSUITE 2 0 7 < BOX 5300 DJ 1-U _ / 1' Q J AVON CO 81620 -J ALTERNATE I:2" DIA h / ---J STK CEDAR HANDRAIL 970 . 949 . 5200 w NEW 36 H. / ,� = ATTACHED TO BUILDING HANDRAIL, ---T PT 4X4 COLUMNS ALTERNJOISTSATECI: NEW EETED DECPADKING, v c h r i s j@ v m d a. c 0 m RE: NOTES �/ r---J RE: STRUCT. RE: STRUCT. I 3 FAX 9 4 9 . 5 2 0 5 o II J AI.I 51M. �- \\ __ ii Z T/O DECK Illlm, JN'NEXISTING IIIA m I UTILITY —\ METERS - - — \\N _ 100'-O" x/i — — — — — — j1° TOP OF SLAB / ALTERNATE I: 2" DIA PT 4X4 POST I HSS METAL HANDRAIL, PT 2X12 AND 2X6 RE: STRUCT. CONCRETE PAD STRINGERS, RE: STRUGT. 100'-0" iL RE: STRUCT. '1�I EXIST GRADE111. _\\/\\ STAIR 5:_GT 0\ 0 SCALE: I /2" = I' - O" C/) r PIERS 4 FOOTERS /W CONCRETE )— 4J \ O 0 / \ RE: STRUCT. / \ / \ N... Lf) / \ / \ / \ waCIC, H 1 STAIR ELEVATQ\ o ,... SCALE: I /2" = I' - 0" CO EXISTING DOOR z LLJ .,- 2015 I .5.0. SECTION 1015 GUARDS TO REMAIN COaZ CO SECTION 1014 HANDRAILS EXISTING WINDOW 4 2X8 CEDAR CAP D C") 0 o 1015.1 GENERAL. GUARDS SHALL COMPLY WITH THE PROVISIONS OF TO REMAIN A2.1 ~ 0 1014.1 WHERE REQUIRED. HANDRAILS SERVING STAIRWAYS, RAMPS, SECTIONS 10152 THROUGH 1015.7. 2X6 CEDAR TOP RAIL 0 Y . Illy STEPPEDAISLES AND RAMPED AISLES SHALL BE ADEQUATE IN STRENGTH COD 0 — AND ATTACHMENT IN ACCORDANCE WITH SECTION Jb07.8. HANDRAILS 1015.2 WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN-SIDED 2" DIA. HANDRAIL TYP. REQUIRED FOR STAIRWAYS BY SECTION 1011.11 SHALL COMPLY WITH WALKING SURFACES, INCLUDING MEZZANINES, EQUIPMENT PLATFORMS, BOTH SIDES w > AISLES, STAIRS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30 ITXTIFI' .1 1) Lill iall r , SECTIONS 10142 THROUGH 1014.�f. INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY 111\11 1�! 1) 711Y1• T T Q 5,_,2i, - IXS CEDAR BALUSTER Q 0 1014.2 HEIGHT. HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, POINT WITHIN 3,6 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. 5,...7" / / O OR FINISH SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LESS THAN GUARDS SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT IN \ / C CLEAR _ 2 L1.1 34 INCHES AND NOT MORE THAN 58 INCHES. ACCORDANCE WITH SECTION [607.8. \ = �/ I N 1015.3 HEIGHT. REQUIRED GUARDS SHALL NOT BE LESS THAN 42 INCHES �t NEW DECKING 4 / OCt EXCEPTION: , m 0) WHEN HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE HIGH, MEASURED VERTICALLY A5 FOLLOWS: JOISTS,RE: STRUCT. m 4X4 POST Q N— CD CONTINUOUS TRANSITION BETWEEN FLIGHTS, THE FITTINGS OR I. FROM THE ADJACENT WALKING SURFACES; 0) BENDINGS SHALL BE PERMITTED TO EXCEED THE MAXIMUM HEIGHT. Q 2. ON STAIRS, FROM THE LINE CONNECTING THE LEADING EDGES OF VARIES /Illli 1014.5 HANDRAIL GRASPABILITY. ALL REQUIRED HANDRAILS SHALL THE TREAD NOSINGS ® V 1 F III immil COMPLY WITH SECTION 1014.5.1 OR SHALL PROVIDE EQUIVALENT 3. ON RAMPS, FROM THE RAMP SURFACE AT THE GUARD. _ ml 2)S6 CLOSED RISER (TVP.) GRASPABILITY. O = I I OM 10143.1 TYPE I. HANDRAILS WITH A CIRCULAR CR055 SECTION SHALL HAVE EXCEPTION: N \ h 11I 2XL2 CEDAR TREAD AN OUTSIDE DIAMETER OF NOT LESS THAN 11/4 INCHES AND NOT GREATER I. FOR OCCUPANCIES IN GROUP R-3 NOT MORE THAN THREE STORIES HI D � THAN 2 INCHES. WHERE THE HANDRAIL 15 NOT CIRCULAR, IT SHALL HAVE A ABOVE GRADE IN HEIGHT AND WITHIN INDIVIDUAL DWELLING UNITS IN ' J) 'HAL PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES AND NOT GREATER OCCUPANCIES IN GROUP R-2 NOT MORE THAN 3 STORIES ABOVE \ - O \ - 2" DIA STK CEDAR 2X12 AND 2X6 STRINGERS, THAN,6 1/4 INCHES WITH A MAXIMUM CROSS-SECTIONAL DIMENSION OF 2 1/4 GRADE IN HEIGHT WITH SEPARATE MEANS OF EGRESS, REQUIRED - HANDRAIL ATTACHED 51-4" RE: STRJGT. INCHES AND MINIMUM GROSS-SECTIONAL DIMENSION OF I INCH. EDGES GUARDS SHALL NOT BE LESS THAN 5,6 INCHES IN HEIGHT MEASURED 2" DIA H55 METAL 0 = TO WALL W/ METAL / VERTICALLY ABOVE THE ADJACENT WALKING SURFACES OR HANDRAIL, RE: STRUCT. STAIRS SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. - _ BRACKETS @COPYRIGHT ADJACENT FIXED SEATING. 32° Victor Mark dson 1014.4 CONTINUITY. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS, 1015.4 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE u, CLEAR Architects WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER All Rights 0 9 FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT `t STAIRS / PT STAIR SUPPORT, Reserved . 1014.5 FITTINGS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. STAIRS RE: STRUCT. 1014,6 HANDRAIL EXTENSIONS. HANDRAILS SHALL RETURN TO A WALL, EXCEPTION: REVISION GUARD OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE I. FROM A HEIGHT OF 3,6 INCHES TO 42 INCHES, GUARDS SHALL NOT NEW STAIR, HANDRAIL OF AN ADJACENT FLIGHT OF STAIRS OR RAMP RUN. WHERE HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 3/5 INCHES HANDRAILS AND HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL IN DIAMETER. \ \ CONCRETE PAD EXTEND HORIZONTALLY AT LEAST 12 INCHES BEYOND THE TOP RISER AND4'-4 1/2" CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM NOTE: THE LOWER DECKS DO NOT REQUIRE GUARDRAILS A5 THEY ARE 7/ / RISER. THE EXTENSIONS OF HANDRAILS SHALL BE IN THE SAME DIRECTION LESS THAN 30" IN HEIGHT FROM GRADE WITHIN 5 FEET. GUARDRAILS AREI DATE 3/02/2017 OF THE FLIGHTS OF STAIRS AT STAIRWAYS AND THE RAMP RUNS AT RAMPS. BEING PROVIDE TO HELP DEFINE SPACE A5 WELL A5 MATCH THE PROPERTY ATER\ATE STANDARD. 0 1014.1 CLEARANCE. CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR SCALE: I /_2" = I' - O" JOB NO. 1625 OTHER SURFACE SHALL BE NOT LE55 THAN 1 1/2 INCHES. A HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. STAIR ELEVATIONS 1014.8 PROJECTIONS. PROJECTIONS INTO A REQUIRED WIDTH OF STAIRWAYS & SECTIONS AT EACH SIDE SHALL NOT EXCEED 4 1/2 INCHES AT OR BELOW THE HANDRAIL HEIGHT. PROJECTIONS INTO THE REQUIRED WIDTH SHALL NOT BE I 100-0 IIIIIIII 11111.. LIMITED ABOVE THE MINIMUM HEADROOM HEIGHT REQUIRED IN SECTION 1011.3. � EXIST GRADEPROJECTIONS DUE TO INTERMEDIATE HANDRAILS SHALL NOT CONSTITE A \ STA I O\ ((31-;REDUCTION IN THE EGRESS WIDTH. � SCALE: I /2" = I' - O" SHEET NO. A2 . 2