Orange County NC Website
DocuSign Envelope ID: D561B1AE-DF34-4907-AD06-AOEB37BBE427 <br /> oe JOSH GURLITZ ARCHITECTS <br /> oe HA NGO DESIGN PRINCIPAL <br /> 3' DIAM. <br /> DUCT 3' DIAM. <br /> 308 WEST ROSEMARY STREET, SUITE 302 <br /> DUCT CHAPEL HILL, NC 27516 <br /> 919.929.7595 F.919.967.9636 <br /> ALAMANCE CONSULTING <br /> 2' DIAM. ENGINEERS <br /> DUCT 2' DIAM. <br /> DUCT 961-F BURLINGTON AVE. <br /> GIBSONVILLE, NC 27249 <br /> 704.886.5733 <br /> 4" STNLS STL O O NEVILLE ENGINEERING <br /> 18 ga MTL. CAP <br /> ANCHOR BOLT CHAPEL HILL, NC 27516 <br /> O OO z — — 2" PLYWOOD 16" O.C. O 919.942.5229 <br /> O JOIST COVER EPDXY CMT. O <br /> I I top Of wall •. � 2 4 r 1 _ ., <br /> beyond — _ BALLENTINE ASSOCIATES, PA <br /> 2X10 CEILING JOIST (2) 1-3/4" X 9-1/2" 2.0 VERSALAM LVL 221 PROVIDENCE ROAD <br /> — I I 16" O.C. AT DEMO. WALL LOCATION. CHAPEL HILL, NC 27516 <br /> 919.929.0481 F.919.489.2803 <br /> SEE TYP HEAD <br /> 2 X , <br /> I <br /> DET. THIS SHT. I I O O JOIST HANGAR — — <br /> \ GYP.BD.CLG. EA, CLG. JST.. <br /> l J SEE TYP HEAD <br /> — DET. THIS SHT. <br /> FULL THICKNESS10 <br /> N - FIBREGLAS SOUND <br /> CV <br /> BATTS <br /> o10— - <br /> -10 <br /> o <br /> 1010 <br /> —10 <br /> —10 <br /> 10 <br /> 10, <br /> h� <br /> SEE TYP BASE 1R00M# 002 SEE TYP BASE <br /> CONF � ROOM# 003 <br /> DET. THIS SHT. OFFICE ET. THIS SHT. RO M# 019 \ O <br /> 10 <br /> 0 ET I <br /> L. TOP 1ST FL. I WOOD FLOOR <br /> . I I = W <br /> - - - - - - - L. TOP 1 ST FL. <br /> .. 2 ;� 2 4 <br /> l J <br /> - - <br /> SEE TYP HEAD <br /> - - DET. THIS SHT. O ~ <br /> 2X12 BRIDGING <br /> I 12" OC. 2 4 CONT. 2X12 <br /> ISSUE/REVISION DATE N0 . <br /> I I ATTIC FLOOR 2774 1-3/4" X 9-1/2" BET. LABEL AND ARRANGEMENT 98 99 19 <br /> 2XCEILING JOIST, EXISTING 1-3/4„X9-1/2„ VERSA LAM LVL <br /> I 2 6 I VERSA LAM <br /> I01 LVL 1/2" GWB <br /> EXIST'G 2XCEILING JOIST, EXISTING <br /> J GYP.BD.CLG. <br /> 1-3/4" X 9-1/2" <br /> 2 6 1-3/4"X9-1/2° VERSA LAM LVL <br /> 2 6 VERSA LAM <br /> FULL THICKNESS <br /> 18 GA. MTL. EXIST'G LVL <br /> FIBREGLAS SOUND HEAD CHANNEL GYP.BD.CLG. <br /> BATTS GLAZED WALL COPYRIGHT @ 2019, <br /> HEAD RAIL JOSH GURLITZ ARCHITECTS (JGA) <br /> TOP O F RAIL ALL RIGHTS RESERVED <br /> NO PART OF THESE PLANS MAY BE COPIED, REPRO- <br /> @ 8'-O"A.F.F. DUCED OR REUSED IN ANY WAY WITHOUT THE EXPRESS <br /> WRITTEN PERMISSION OF JGA ARCHITECTS. <br /> 8" GYP. WALL <br /> BOARD BUILDING <br /> SECTIONS <br /> 1 X4 CLEAR <br /> BIRCH BASE & DETAILS <br /> EA. SIDE <br /> SEE TYP BASE CONT. SEALNT 5/8"x7" STL. GLAZED WALL <br /> DET. THIS SHT. BEAD EA, SIDE WEDGE ANCHOR BASE RAIL. FASTEN CONC. SLAB <br /> r 1 16" O.C. PER MFG REC. SLEEPERS <br /> I I SAND & REFINISH WOOD FLOOR <br /> EL. TOP 1 ST_ FL. _ 2 6 _ EXIST'G WOOD FLOOR _ _ EL. TOP 1 ST FL. <br /> I I Project Number: P2_15_2020 <br /> — � — — � Scale: AS NOTED <br /> _ —_ —_ _ 2 6 — Date: AUGUST 24, 2020 <br /> Sheet Number: <br /> A A� 302 <br /> 0 Josh G Blitz Architect.All Rights Reseivcd <br />