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1724 N Spurgeon St, Unit A & C - Plan
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1724 N Spurgeon St, Unit A & C - Plan
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Last modified
2/13/2026 5:03:22 AM
Creation date
2/13/2026 5:01:08 AM
Metadata
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Template:
Plan
Permit Number
102124180
102124181
102124182
Full Address
1724 N Spurgeon St
1724 N Spurgeon St Unit# A
1724 N Spurgeon St Unit# C
Street Number
1724
Street Direction
N
Street Name
Spurgeon
Street Suffix
St
Unit Number
C
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STAIR 1 PLAN 2 SECTION 3 SECTION 4 <br />TYPICAL POST FOUNDATION 6 FIXED POST FOUNDATION 7 SECTION 8SECTION5 <br />TYPICAL BRACES 10 11 12AWNING SUPPORT 9 <br />1' <br />- <br />6 <br />" <br />18" DIA X 1'-6"FOUNDATION <br />POST <br />CBS POSTBASE <br />SECTION <br />A34 <br />A34 <br />(E) 4X <br />(N) 4X <br />(N) 4X <br />POSTPOSTHTP37Z <br />(E) 4X <br />6" MAX <br />HTP37Z <br />HTP37Z <br />(E) ROOF <br />POST <br />0' <br />- <br />5 <br />" <br />(2) 3/4" DIA MBCOUNTERBOREFLUSH TO STRINGER <br />STAIR STRINGER <br />3' <br />- <br />1 <br />0 <br />" <br />0'-2 <br />" <br />NOTE: <br />PROVIDE WASHERS IN ALL COUNTERBOREHOLES. <br />STAIR 1 ANDDETAILS <br />BUFFALO-105 <br />OLAF KREUTZ/ <br />OGC PROPERTIES <br />STAIR REPLACEMENT <br />12.13.2023 <br />A35 ALTERNATING SIDESUSE PH612I SCREWS(6) TOTAL A35 EA ENDBLOCK <br />4x BLOCKINGINTERMEDIATE BLOCKINGSHALL NOT BE SHALLOWERTHAN 1/2 END BLOCK DEPTHOR AS REQ'D FOR HARDWARE <br />1/2 DIATHREADEDROD <br />DTT2Z EA END ROD <br />(E) RIM JOIST <br />(E) FLOORJOIST <br />(E) SUBFLOOR <br />PRECASTLANDING <br />NOTE: <br />IF FLOOR JOISTS ARE ORTHOGONAL TO CONDITION DETAILED, ATTACH DTT2ZDIRECTLY TO FLOOR JOIST. PROVIDE ALL HORIZONTAL A35's. IF FLOOR JOISTS AREORTHOGONAL AND OFFSET FROM LINE OF DTT2Z's, PROVIDE SISTER WITHDETAILING SIMILAR TO END BLOCK SHOWN. PROVIDE ALL HORIZONAL A35's. <br />0' <br />- <br />3 <br />" <br />CLPOST <br />(2) 3/4" DIA MB <br />CLBRAC <br />E <br />DETAIL <br />EQ1 1/ <br />8 <br />"MIN <br />EQ1 1/ <br />8 <br />"MIN <br />DETAILSIM <br />NOTES: <br />1. LOCATE TOP OF BRACE TO POINT OFHIGHEST OBSTRUCTION NO HIGHER THANLANDING.2. LOCATE BOTTOM OF BRACE AT BOTTOM OFPOST. <br />KEY <br />T.O. BRACE B.O. BRACE <br />2X6 <br />2X6 <br />2X6 <br />POST <br />DETAIL <br />VERTICAL EDGE OFBRACE. CUT NO LESSTHAN FACE OF POST.OK TO EXTEND BRACELONGER. <br />0' <br />- <br />1 <br />" <br />2' <br />- <br />0 <br />" <br />0' <br />- <br />6 <br />" <br />POSTEMBED INFOUNDATION <br />STAIR STRINGER <br />(2) 3/4" DIA MBCOUNTERBOREFLUSH TO STRINGER <br />0' <br />- <br />5 <br />" <br />18" DIA X 2'-0"FOUNDATION <br />4' <br />- <br />1 <br />1 <br />" <br />NOTE: <br />PROVIDE WASHERS IN ALL COUNTERBOREHOLES. <br />0'-2 <br />" <br />0' <br />- <br />3 <br />" <br />0' <br />- <br />1 <br />0 <br />" <br />0' <br />- <br />4 <br />" <br />FLOORLEVELELEV 9'-0"VIF <br />LANDING <br />T.O. MASONRYWALL <br />VI <br />F <br />0'-3"0'-3"3/4" DIA. THREADEDADHESIVE DOWEL6.75" EMBED(4) TOTAL <br />0' <br />- <br />4 <br />" <br />3/4" DIA. THREADEDADHESIVE DOWEL6.75" EMBEDCOUNTERBORE FLUSHTO STRINGER(5) TOTALLAST DOWEL 4" FROM END OF WALL <br />PRECASTLANDING <br />PRECASTTREAD ANDCLOSED RISER <br />PRECASTSTARTER STEP <br />SIMPSON SDS25600(8) TOTAL <br />DTT2Z <br />HUC48 <br />STAIR STRINGERFASTENED TOMASONRY WALL <br />4x LEDGERFASTENED TOMASONRY WALLAND RIM JOIST <br />0' <br />- <br />2 <br />" <br />NOTE: <br />PROVIDE WASHERS IN ALL COUNTERBOREHOLES. <br />HUC48 <br />0'-2 <br />" <br />0' <br />- <br />5 <br />" <br />0' <br />- <br />4 <br />" <br />(2) 3/4" DIA MBCOUNTERBOREFLUSH TO STRINGER <br />STAIR STRINGER <br />HUC48HUC48 <br />(2) SDS25800 (2) SDS25800 <br />POST <br />(2) 3/4" DIA MBCOUNTERBOREFLUSH TO STRINGER <br />POST POST <br />0' <br />- <br />2 <br />" <br />PRECASTLANDING <br />NOTE: <br />PROVIDE WASHERS IN ALL COUNTERBOREHOLES. <br />0'-2 <br />" <br />8-29-20251 RESUBMITTAL <br />1 <br />1 <br /> 4x14 CONT <br /> 4x14 CONT <br />CLDOOR <br />8'-0" <br />VIF <br />12'-0" <br />5'-3/4" <br /> 4 <br />x <br />1 <br />0 <br /> 4 <br />x <br />1 <br />4 <br /> 4x14 <br /> 4x12 <br />0'-4" <br />6'-1 1/8"6'-1 1/8" <br />12'-10" <br />0'-9" <br />3' <br />- <br />0 <br />" <br />3' <br />- <br />9 <br /> <br />3 <br />/ <br />4 <br />" <br />5 <br />- <br />7 <br />- <br />6x6POST 6x6POST <br />6x6 <br />POST <br />6x6 <br />POST <br />6x6 <br />POST <br />6x6 <br />POST <br />8 <br />-OH <br />TYP POSTUNO <br />7 <br />-OH <br />3' <br />- <br />1 <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />4 <br />- <br />3 <br />- <br />8 <br />- <br />5'-9 3/4" <br />(5) 2-1/2" THK 12" PLANKS (15) RISERS x 7" <br />FACE OF CMUWALL BELOW <br />FACE OFSECOND FLOORABOVE <br />(E) FLOORJOISTS <br />(E) RIMJOISTS 4 <br />x <br /> 4 <br />x <br /> 4 <br />x <br /> 4 <br />x <br />9 <br />- <br />@ROOF <br />6 <br />- <br />5 <br />-OH <br />NEWEL PER 7/SD-3 <br />KEY <br /> HANDRAIL PER 7/SD-3 <br /> GUARDS AND BALUSTERS PER 7/SD-3 <br /> HANDRAIL PER 7/SD-3 <br /> GUARDS AND BALUSTERS PER 7/SD-3 <br />GUARDS ANDBALUSTERS PER7/SD-3
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