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1402 SE EVERETT MALL WAY 2012 ULTA Plans 2022-11-29
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1402 SE EVERETT MALL WAY 2012 ULTA Plans 2022-11-29
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Last modified
11/29/2022 8:54:12 AM
Creation date
10/23/2019 10:46:12 AM
Metadata
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Template:
Address Document
Street Name
SE EVERETT MALL WAY
Street Number
1402
Tenant Name
ULTA
Permit
B1208-010
Year
2012
Address Document Type
Plans
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42 0 <br /> ---- i : <br /> P <br /> cn <br /> 5 <br /> LJ ZHVAC UNIT AND CURB \--,,, -.1'-/ HVAC UNIT AND CURB \\ <br /> 1.w BY OTHERS \ / BY OTHERS \ w <br /> TYP NEW HVAC UNIT TO \ / \�-- cc <br /> z , BEAR ON NEW OR CONTINUOUS HSS3xREQ'Dx3/16 BLOCKING, \ / HVAC <br /> OTHE UNIT <br /> AND CURB <br /> w ® EXISTING FRAMING VERIFY WITH JOIST SEAT DEPTH ' / I L 1/4x3x3 EACH END \ <br /> S <br /> 0 ON ALL SIDES \ #8 x 3" / HVAC SUPPORT \ <br /> (WEIGHT= 1405#) D \ SCREW / OPE AS REQUIRED <br /> _ �__ <br /> TYP> AT 12" O.C. / FRAMING BEYOND <br /> O4 n <br /> (E) W21 x44 TYP 1 C\ <br /> 11 <br /> � ilt <br /> IIII- "TM <br /> ��y ISTEEL GIRDER, TYP I ® - <br /> ��\ �`. FRAMING PER PLAN w <br /> FRAMING PER PLAN, \` WEB REINFORCING /\ / <br /> F-- <br /> . TYPICAL <br /> - - - � PER L2x2x3/16xREQ'D o <br /> \�. 1/4 '2-24 HSS TO GIRDER, TYP`\ S ® 3/16 V <TYP <br /> J NEW L4x4x1/4 � � � WEB REINFORCING IF 4" OR LESS <br /> `� , WEB REINFORCING p <br /> w TYPICAL �� , NOT REQUIRED z <br /> w I . \ <br /> m <br /> LJ `\ <br /> i EXISTING METAL , <br /> r-- `�/ EXISTING OPEN-WEB STEEL JOIST <br /> NOTE: w DECK, TYPICAL V ------ == <br /> CONTRACTOR TO VERIFY ALL o EXISTING OPEN-WEB STEEL JOIST <br /> EXISTING FRAMING, NOTIFY w BEYOND, TYPICAL <br /> ENGINEER IF FRAMING VARIES .� EXISTING OPEN-WEB <br /> STEEL JOIST 3/16 D 1 <EACH END <br /> FROM WHAT IS SHOWN HERE. EXISTING WIDE-FLANGE STEEL GIRDER <br /> A HVAC ENLARGED FRAMING PLAN • HVAC FRAMING DETAIL • HVAC FRAMING DETAIL41110 HVAC FRAMING DETAIL <br /> S-2 1/4" = 1'-0" 1" = 1'-0" 1" = 1'-0" 1" = 1'-0" <br /> E <br /> 0 <br /> Lo v <br /> N. Ov <br /> '; B <br /> (N co> E <br /> N N aU <br /> oo5 <br /> 1 MEM <br /> UNIT CASING <br /> II M <br /> ch <br /> UNIT BASE AND BASE RAIL 0 V M <br /> SECURE ANCHOR TO UNIT WITH i <br /> li z cc o• <br /> (4) #10 x 1/2" TEK SCREWS <br /> M <br /> � ...., «..;:.- - la N <br /> � ,I + SECUREANCHOR TO CURB Lu c"WITH (4) #10 x 1/2" TEK " <br /> .,. J SCREWS, TYPICAL c <br /> r . <br /> 0 <br /> 16 GAUGE STEEL'CANFAB' ��� (� <br /> WOOD NAILER z <br /> OR EQUAL ANCHOR, (4) ■■ <br /> TOTAL, (1) EACH CORNER ME <br /> ON LONG SIDES OF UNIT ,i■■: UNIT MOUNTING CURB BY UNIT 0 --c`--c`c <br /> MANUFACTURER (14" HEIGHT) <br /> �■■� � LTJ <br /> � <br /> GALVANIZED SHEET METAL ;C:; <br /> COUNTER FLASHING 111 <br /> EXISTING METAL DECK, REMOVE CN . <br /> ROOFING BY OTHERS <br /> / UNDER UNIT AS REQUIRED <br /> -- ■■� <br /> '4 <br /> t <br /> #8 SCREWS AT EACH CORNER OF UNIT � BLOCKING AS REQUIRED AT <br /> AND AT 12" O.C. EACH SIDE ! METAL DECK HIGH FLUTE <br /> w <br /> SUPPORT FRAMING PER PLAN Nc` <br /> M <br /> M <br /> O' <br /> M <br /> 4 HVAC ENLARGED FRAMING PLAN LTJ(1) Cf)S-2 1 1/2" = 1'-0" <br /> z <br /> z <br /> < <br /> (./) w w <br /> LI <br /> DC 1-11 <br /> �- <br /> CD > <br /> 0 <br /> o <br /> O__ a Q <br /> I C ) <br /> LI <br /> z <br /> O <br /> Q <br /> z Z <br /> Q <br /> z � <br /> zw z <br /> J0 <br /> _,< CD <br /> QH-1---7 <br /> W F-1-1- C <br /> W I-- <br /> DWw Cr) <br /> DATE <br /> JULY 2012 <br /> SCALE PROJ.NO. <br /> AS NOTED 20120365 <br /> DRAWN CHECKED <br /> CGA KMK <br /> SHEET NO <br /> S 2 <br /> 1402 SE Everett Mall Way, 81208-010 OF <br /> 20120365 S-2 DETA{LS.dwg 18 Jul 2012 - 7:26 am colbyo <br />
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