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<br /> FOOTING RROUND PERIMETER
<br /> CONSULTANT
<br /> O EXPANSION JOINT O EXPANSION JOINT AT BUILDING
<br /> N RETE JOINT DETAILS TYPICAL SIDEWALK SECTION PATIO EDGE SECTION GROOVING DETAIL IBC TRUNCATED DOME PLAN IBC
<br /> CO C 14 „_ � �, 13 12 11 �.o .
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<br /> SEAL 112"DEEP GALVANIZED HOOK FOR TOP CAP
<br /> HOLE WI MORTAR STRING LIGHTS �_7 SEALANT OVER 112" "
<br /> COMPRESSIBLE FILLER ,
<br /> 2•#3 REBARS ° � ° _ MOUNT TO EVERY OTHER GATE WITH SELF CLOSING
<br /> °r n° `�' RAILING VERTICAL,UON GROOVED PERIMETER BORDER
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<br /> � -� ° �° � `V PT-103 FLAT
<br /> � #6 @ 2'-6"LONG 1-112"x 1-112"TUBE STEEL POST, DETECTABLE .
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<br /> � "' 3'-0" EQ 21-0"MIN EQ 2�i 0"MIN CONCRETE PAVING, REGIs D
<br /> 9" � ���" CLEAR 4-0 MAX 4-0 MAX SPACESIAISLES;AT PARKING �.
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<br /> 1-112"x 1-112"x 3116"TUBE - _ o ° o = ___________________ �
<br /> 114" CONCRETE SIDEWALK STEEL RAILING CENTERED =_ � _—_ _ _ _ _ _ _ _ _ ___
<br /> � � ON BASE PLATE,FILLET 3 4 =—_ — —_ — - - - - - - _ _ �
<br /> ° �, - WELDS,NO GRINDING, _ _ _ _ -------------------
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<br /> � MOUNT TO EVERY OTHER AT CORNER BED IN ROOF SEALANT �
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<br /> MITRE CORNER AT TOP RAII, A-501
<br /> FILLET WELD AND GRIND SMOOTH 1-112"x 1-112"TUBE STEEL POST, � LAPPED UNDER
<br /> PT-103 FLAT SEE PLAN OVERLAPPING ROOF � WALL STRUCTURE
<br /> EQ,2'-0"MIN EQ,2'-0"MIN EQ,2'-0"MIN SHINGLES _ � BY OWNER'S
<br /> METAL L-BRACKET SCREWED TO 4'-0"MAX 4'-0"MAX 4'-0"MAX � VENDOR
<br /> 1X10 WD SLAT RAILING AS NEEDED FOR WOOD ASPHALT SHINGLE,TYP � STEEL SUPPORT
<br /> n- SLATS,REFER TO DETAILS 4 AND 5 � � FRAME,PROVIDE HEAT
<br /> 1X2 WD SLAT N ON A-502 FOR MORE INFO � WATER RESISTIVE BARRIER � TAPE,SEE STRUCT
<br /> _ � ISSUED 1 REVISED DATE .
<br /> � FILLET WELD LOWER RAIL TO FACE 1X4 WD SLAT � � EXISTING ROOF SHEATHING � EXISTING ASPHALT ,' 1 � PERMIT SET 07.12,19 �
<br /> OF POST,NO GRINDING,TYP "' SHINGLE ROOF ` REVISION 1 � 09.27,19
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<br /> ' � 1-112"x 1-112"x 3116"TUBE 2 �
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<br /> 1 X WOOD SLATS
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<br /> � CONCRETE SIDEWALK NEW SOFFIT,MP-soz EXTERIOR DETAILS
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<br /> " � CALE� 6"=1'-0" METAL CAP � SCALE; 1°=1'-0" � SCALE; 112"=1'-0" L SCALE; 3"=1'-0" � SCALE; 112"=1'-0"
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