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EXTERIC�R METAL FINISH SPECS�
<br /> FACE OF WALL WHERE -
<br /> OCCURS 1-1/2"� ROUND STEEL ALL EXTERIOR METALS: STRINGERS, PANS, SIGN PIPES, TREAD/RISERS, PIPE RAILINGS,
<br /> PRIVACY SLATS WITHIN GUARDRAIL, SLEEVE AND ANGLES, BOLLARDS, EfC. TO BE GALVANIZED (ALUMINUM WINDOWS SYSTEMS SPECIFIED ELSEWHERE.)
<br /> 1 1/4" DIA. IPS STANDARD CHAIN-LINK FENCE GROUT POSTS INTO CONCRETE
<br /> PIPE HANDRAIL {1.65' WALL. FINISH PER EXTERIOR
<br /> OUTSIDE DIA.) OUTSIDE _ � METAL FINISH SPECS. BOLtARDS: PAINT, SAFETY YELLOW IL� P A N A'�L_T'__Q � I"'- ,
<br /> DIAMETER TO BE LESS � �� ~� ` >m � 1 1/7' DIA. HANDRAIL. FINISH �qAL NGS: GALVANIZED
<br /> �� � � IIII \'' �a Q � � �W PER EXTERIOR METAL FINISH
<br /> ,- ,�(]�f � � 4 v, �, ;�, SPECS.
<br /> 36° ABOVE NOSING OF _ _ _ `IIIII ,� }w = ,� �u�' �
<br /> �STAIR TREAD
<br /> � + Illlfll� � a � o� � � -- - - -�
<br /> � �I����I� / � �z a � � A
<br /> �� .. � W �
<br /> � . � Z�Z � � --- -.i NOSING
<br /> o �-
<br /> :� _ . �_ _ GRADE �- -
<br /> u u
<br /> � a r c h i t e c t s
<br /> CONCREfE CANE BOLT W/ SLEEVE 2505 Third Avenue
<br /> SIDEWALK/RAMP A
<br /> u ite
<br /> NOTE: 6" WIDE CONCREfE WALL, PAINT PER Seattle, WA 98'121
<br /> , ALL TILT-UP CONCRETE PANELS TO BE EXTERIOR ELEVATIONS
<br /> 2 1/2° INSIDE DIAMETER � 'F.� PAINTED PNT-1. 206.720.700'i phone
<br /> � CONCRETE STAIRS BEHIND CONCREfE WALL Wj 1/2"
<br /> SLEEVE FOR POST, SEf � � �i I " 206.720.2949 fax
<br /> 15C RADIUS NOSE, TAPERED RISERS, NON-SLIP BROOM
<br /> POST IN NONSHRINK � u `�' PANE REfE TILT-UP �NISH & GROOVED DEfECTABLE WARNING AT TREAD
<br /> GROUT CONCRETE TILT-UP A�'3 VERTICAL JOINT
<br /> � �� EDGES. www.craftarchitects.com
<br /> PANEL 15 -� , ELEVATION
<br /> ACCESSIBLE RAIL AT CC�NCRETE STAIR
<br /> 20 3,.=, �-o� 8 _
<br /> � ��4,� _ � �_�,�
<br /> �� �
<br /> _ �
<br /> � —,;- - �
<br /> -�
<br /> . 3 TREADS �
<br /> 5 -� PROVIDE DETECTABLE WARNING TEXTURE A0.3 � ` � ��p - 2�-9p ��_�
<br /> PER CODE, TYPICAL ALL WHEELCHAIR RAMPS �
<br /> ACCESSIBLE PARKING � L EXISTING CITY
<br /> � `� �
<br /> __ ���� °����. ,,� ���-�.��~� � - IDEWALK
<br /> 5' 0" S
<br /> RECYCLE BINS DUMPSTER � CONCRETE TILT-UP
<br /> SIGNAGE SEE PLAN WHEEL STOP WHERE TILT UP CONCRETE , o PANEL � Q
<br /> FOR LOCATION SHOWN ON SITE PLAN PANEL PER STRUCTURAL - ( L� B 1 1/�' DIA. HANDRAIL, ` W
<br /> - , SLEEVE AND GROUT POST 4-7' Q Q
<br /> <,
<br /> ' � O
<br /> _, ; '� � �
<br /> �, INTO CONCREfE CLEAR i i
<br /> �8A STAIRS/SIDEWALK �r � �n � W � � Q
<br /> _ � ��}R � ` 1 1 2" DIA. HANDRAIL b ALIGN WITH EDGE OF � � �
<br /> �, � A0.3 :4. --.. �� _ __- ----- � � i �
<br /> � � ". ----------- -- o o � — — --- MOUNT TO GUARDRAII OR �, PANEL � W ..
<br /> NOTE: N � �` � ' EXTERIOR WALL WHERE 5'-�' � Q
<br /> SLOPE SHALL BE '� 188 ��� _- APPLICABLE '^ �
<br /> 1:12 MAX. & ' ��;. CONCREfE TILT-UP PANEL g CONCREtE LANDING
<br /> �' AQ.3 � AT DOORS W v, W
<br /> CROSS SLOPE CHAIN-LINK FENCE 1-1/2"0 ROUND STEEL aQ•3 . ��, ► � �
<br /> SHALL BE 1:48 WITH PRNACY SLATS & GUARDRAIL, SLEEVE AND > �
<br /> MAX., PER IBC LL � - �$ LOCKING BOLT & PAD GROUT POSTS INTO � w U � W
<br /> S E C T I O N 1 01 2 � LOCK HASP CONCREfE WALL fINISH PER � >
<br /> �
<br /> ; Z � � � �
<br /> ,�� Z � EXTERIOR METAL FINISH N � � � � � L�
<br /> ��'� �:f � �, - SPECS. o m � � �
<br /> SLOPE DN � � m � � ' � 'b w o
<br /> • � -�>;. 2b N ; � op w
<br /> � BACK OFRRAMP � 1:� � �� � 6" CONCREtE WALL, , �r, Z � � a
<br /> Q� 15A PAINT PER EXTERIOR W � � ,
<br /> , _ . , .� Y A•������: A0.3 ELEVATIONS o
<br /> �
<br /> ACCESSIBLE RAMP TRASH ENCLaSURE PLAN AT CONCRETE STAIR PLAN AT DOOR LANDING
<br /> 19 ��4„ _ � �_0�� 1� ��4„ _ ��_�„ 7 ��4,� _ � �_��� 3 ��4„ _ � ,_�„
<br /> NOTE: SLOPE CONCREfE 30"x48" AREA FOR RESCUE
<br /> CURB RAMP VERTICAL RISE SHALL 1 1/2" DIA. PIPE RAILING, EACH SIDE ASSISTANCE W/ IDENTIFICATION
<br /> 5'-O" BE 5' MAX., PER IBC SECTION , 6"0 STEEL PIPE FILLED W/ CONCRETE � OF STAIR AND AT CENTER OF STAIR SIGNAGE PER IBC SECTION 1009.7.1 � C:ONSULTAIYT
<br /> �012 STATIONARY LOCATIONS, (GALV. PIPE � WHERE SHOWN, WELD AND GRIND NOTE: LANDING SUPPORT ANGLES (WHERE NOTED AS AN EXIT)—
<br /> EXTERIQR LOCATIONS) SMOOTH, TYPICAL SEE EXTERIOR METAL FINISH
<br /> 12„ SPECIFICATIONS. STEEL CLIP ANGLE
<br /> � � fi � p STEEL STRINGER ! 4'-2";
<br /> � 1 NOSING � HANDRAIL RETURN �,, i ; I
<br /> _� ��
<br /> �t- '
<br /> � ; �— -- � � ,, ,;� � ,- • _ , - 11 MIN ,r, � ,
<br /> . �� II
<br /> ' - ' < � PAINT IXPOSED SURFACE 2°0 GALVANIZED STEEL PIPE �'� � II
<br /> . — � �- ,, � �� SLEEVE ANR GE OUT POSTS COLUMN � CORNER OF IANDING i!- �
<br /> A CONCRETE SIDEWALK ASPHALT PAVING � f� INTO CONC Ef 1 1/2"� ROUND STEEL HANDRAIL �;ji �
<br /> WELD & GRIND SMOOTH �-, ;'' ' GUARDRAIL AT 42"
<br /> , m ° : . .. .a �. . �..�. .. . �� �. ,� d a� .' ��� �-- � � \ � � � - - -- __ �� \ � I � ''�� HANDRAIL AT 36"
<br /> � .. , . .•. CaNCRET� SLAB �D AND
<br /> • - �
<br /> � . A.'d . � t _ : I `_ .,
<br /> ' MAX SLOPE � -- - __�� �� LANDING 1�4° x 12" A0.3 0 -� � 7t1�2
<br /> � � � � - � � � � ��� ` �` 1 4° STEEL RISERS � I I I�I
<br /> _;_ ` 1:20 -- - ' .- � r �
<br /> � „ _ . .. , ,� � � � � I REGISTERED �
<br /> � �� ���� � ��� . �� � � � � �i � � ARCHITECT
<br /> 'a e ��� �f � � i
<br /> , .. . , , N ,�� � ?� ��i� ��_�rr ---
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<br /> �� � _ , � . , � ' 6"� x -d' HT. i I .cR�
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<br /> — __. �,- . ;� �'�
<br /> � ' .
<br /> � . � . ', �� �'i GALV. PIPE�BOLLARD ��J -
<br /> � ____ _ _ . . '
<br /> � '
<br /> � � � �� '"� ATE OF HINGTON
<br /> l—.I i � � � � I � � �— i i - . i _ � � _ ! d ���' �- � � � � �I � � b �.
<br /> ' I �;i I I -�� � �—, ' ' _ . : �_ ___ � -- � � ° �: <a .: �. <, . . � ( : -- ��� LWE OF ADJACENT GRADE BEYOND �� � � SEE DEfAiL 14�A0.3 4'-0" CLR '- � �
<br /> —
<br /> �� __ _ — ' �� ' �; � � CONCRETE FOOTING
<br /> _ ; � .
<br /> � �° � �:�. ` � NOTE: NUMBER OF RISERS TO BE CONCREfE STAIRS WITH �" RADIUS NOSE, ,_� ,_
<br /> , n DEfERMINED BY GRADE DIFFERENCE AT TAPERED RISERS, NON-SLIP BROQM � c3 MAX. LEADING EDGE 3 � 5 � �'� x 4'-�' HT. CONC. Submittals�Revisions:
<br /> B 1 -6 MIN. EACH LOCATION FINISH AND GROOVED DETECTABLE W
<br /> WARNING AT TRFJ�D EDGES ELEVATI4N � ( I RADIUS � STAIR: 1/2" PLAN AT TYP. �LLED GALV. PIPE BOLLARD,
<br /> 1--1 PER IBC 1011.5.5 SEE DETAIL 14/A0.3 FOR PERMIT 01/26/18
<br /> Q ACCESSIBLE RAMP PIPE BC�LLARD CONCRETE STAIR SECTIUN PRE-ENG. METAL STAIR PRE—ENG. MTL. STAIR OPERMIT RESUBMITTAL/VE 05/11/18 �
<br /> 1V � 2„ _ �,_�,� 14 � » _ �'-0" �O 1 2" = 1'-0" � 1 4" = 1'-0» � 1/4° = 1'-0"
<br /> / - � �
<br /> ", GALVANIZED MOUNTING BOLTS
<br /> ;; '!� CONC PANEL
<br /> � '�
<br /> � BUILDING'�i �' BUILDING
<br /> i; !
<br /> �n INTERIOR ' ; EXTERIOR
<br /> � — ;�; I, CONCRETE LANDING
<br /> CONCRETE WHEEL P� � �I
<br /> STOP �i�', I CONCREfE RETAINING WALL BEYOND
<br /> i�� II
<br /> f�QU� j i ,
<br /> ASPHALT PAVING �� Sheet Title: SITE DETAILS
<br /> � `D z a� i ' ' CONCREfE RAMP PIPE BOLLAR .
<br /> 3 �
<br /> � � �� PRE-MANUF. SIGN � �
<br /> � p � - 4" DIA STEEL POST W/ CAP INTERIOR FlN FLR 1 ' I' ' �° Date: �
<br /> o �,°� � � � FINISH GRADE � � -� 01 24�18
<br /> w � � � ROCK BASE �+/-4�-�' _ -- — -- -- rt-- — _ — — __ _ � M
<br /> ___ — - - - Design: TES
<br /> - - -- - __
<br /> � I � -_ � a — - __ _ — _ _ __ MAX SLOPE: 1:12
<br /> a� STEEL TIE BARS C� 1 FT. _ '�,1 l -� � �' T SET POST IN CONC. � 2,-�, � � S� - - - -
<br /> CQNTRACTOR OPTION.
<br /> _ - -- - - - - --
<br /> — — - -- — _ _ _ D ra w n: JW+TES
<br /> -- - -
<br /> ° EA. SIDE OF EVERY JOINT `� S�TA�iNSPACES IDES GNA DAFORSVAN PARKINGG ��D(ISTING GRADE o �`'' I o o � � N ��� � � � � � - - --- -�-- —
<br /> " ' — — Pro ect No:
<br /> o OR USE AN ADHESIVE � SHALL HAVE ADDITIONAL SIGN °VAN ACCESSIBL�' Y 0'-0" + _ 47,_ ( J 17-109 �
<br /> � MOUNTED BELOW.
<br /> a� P�wE� I Approved: KCR
<br /> o JOINT, PER STRUCTURAL. � 1,_�„ L-I
<br /> � WEEP HOLE TYP. AT 4'-�' O.C. Building No:
<br /> � `
<br /> � WHEEL STQP ACCESSIBLE PARKING SIGN 48� HIGH DRIVE UP RAMP Sheet No: ,
<br /> � G�
<br /> 0
<br /> 1 , � _ ,�-o�� 13 3,4„ _ , �-o�� v 1/4�� _ ,�-oH
<br /> 0
<br /> COPYRIGHT CRAFT ARCHITECTS 2017
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