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Business Center at CTC Replat G The Collective PUD Mylar
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Business Center at CTC Replat G The Collective PUD Mylar
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Entry Properties
Last modified
4/24/2019 2:37:48 PM
Creation date
6/28/2017 11:01:35 AM
Metadata
Fields
Template:
CITYWIDE
Doc Type
Mylar
Ord/Res - Year
2017
Ord/Res - Number
12
Recordation Number
3598567
Subdivision Name
Business Center at CTC Replat G
Signed Date
6/19/2017
Cross-Reference
PC Res 2017-4
Business Center at CTC Replat G is a replat of Business Center at CTC Block 1 Lots 11 and 12, see the corresponding Subdivision plat with recordation number 3598558
Record Series Code
40.180
Record Series Name
Maps Drawings Plats Plans
Quality Check
6/28/2017
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TOP OF SLAB <br />FINISHED FLOOR <br />EL: 100'-0" <br />BOTTOM OF WALL <br />SEE STRUGT. <br />fr <br />BUSINESS CENTER AT CTC, BLOCK 1 LOTS 11& 12 <br />TERMINATION BAR <br />TAPERED INSULATION A5 NECESSARY <br />60 MIL. TPO MEMBRANE <br />3" POLYIS° INSULATION (150) R1c1 (MECHANICALLY ATTACHED) <br />1/2" POLYI50 COVERBOARD (GAF ENERGY GUARD) R2 <br />VAPOR BARRIER — VISQUEEN <br />1-1/2" METAL DECK — 22 A. <br />SKYLIGHT BEYOND <br />SEE 4/A6 <br />CONC. SPANDREL PANEL BEYOND <br />.� �i liR2 <br />1 <br />ROOF ASSEMBLY <br />�1 /4"/FT. SLOPE ��l�uqinun�ins�ii+ iniu�nu�ui�uu�nu��ii�u�ui�u�iln�ni�nuilii+ii+)i+i+�+i��i�)in<<��uuli�n�uuui�uu�uuu�uu++i+�+uiluiiu�ini;u�ilni�ii�ii)nn�u�in)iin�i���+)i��►�nini�uiii��ininni u�i�i ����� u�ui Biuiuii� ��ulim�Juiininim�uun�i�i�u�i�q�i�i�n�ii�i�i1i1nliiililiiQ1nni)1inT1i11i)n+iqi1u1i�1uR1i1u <br />\/\,11ui1l1n1ii0unijuu111i1nqi1�i11i»i1iVuui)iiuQunu14utu411i[4ti1+i0u+t1+illipuRnniiniliiu)mip11i��ni11ni<<<plQu <br />.tea \/\/\/ // \/•\ <br />z\/\ \/ /\/ \AA/\/\''CONC. SPANDREL PANEL BEYOND\\/\//\// <br />18 STEEL BAR JOIST/ <br />2' ' <br />4-8"FRAMING <br />10'_11%" <br />MEZZANINE <br />EL: 110'3-4" <br />23'-6" <br />STAIR 4 RAILIN <br />RAILINC.3 FER 200 13C <br />.[\/\/://\/\/06/\/\/\f/APV/\/\ -/\4/\ <br />(VABOR BARRIER @ <br />VERTICAL WALLS <br />5/8" EXTERIOR <br />DEN56LA55 SOFFIT <br />STOREFRONT <br />5EE A8.0 <br />4 <br />• <br />PERIMETER DRAIN <br />SEE GEOTECH <br />MEZZANINE (UNITS #4— <br />STAIRS —18 RISE <br />6-1/8" RISE/11" RL <br />4" SLAB ON GRADE <br />SEE STRUGT. <br />a44 <br />46 <br />44 <br />a <br />° <br />4 <br />a . <br />CONC. SPANDREL PANEL BEYOND <br />BEAM BEARING <br />SEE STRUGT. <br />BEAR INTO SPANDREL <br />BEYOND <br />COLUMN — SEE STRUCTURAL <br />a <br />TOP OF PAD — SEE STRUCTUR <br />SA1F.E <br />avIEZZAN NE SEGOM <br />SCALE: 3/32" ,117" <br />(1) <br />(I) <br />toraw <br />E <br />o_ <br />0 <br />U <br />ED - <br />a) <br />U <br />2 <br />co <br />1501 W. 124TH AVE. #100 <br />C) <br />N <br />coa <br />0 0 <br />U d <br />-0 <br />UJ 6 <br />00 N <br />Z <br />M <br />fY <br />w <br />z 0 <br />WW 0 <br />U <br />iI ° 0 <br />I- O 00 <br />W 00 <br />U F— W <br />W O �— L <br />Jo.1 g Q >> <br />0 <br />O o � 9Q::W <br />oo o <br />Wv <br />W m <br />Q <br />B <br />li <br />0 <br />SERVICE AND ARE THE PROPERTY OF <br />o <br />WILL BE ENFORCED AND <br />PROSECUTED. <br />PREPARED: <br />12/15/16 <br />REVIEW #2 <br />1/30/17 <br />6/9/17 <br />FOR SUBMITTAL <br />A4.0 <br />ELEVATIONS B2 <br />
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