My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
7500 HARDESON RD 2020 Plans 2022-12-06 (2)
>
Address Records
>
HARDESON RD
>
7500
>
Plans
>
7500 HARDESON RD 2020 Plans 2022-12-06 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/6/2022 1:25:27 PM
Creation date
4/18/2022 9:14:29 AM
Metadata
Fields
Template:
Address Document
Street Name
HARDESON RD
Street Number
7500
Permit
B2009-010
Year
2020
Notes
TENANT IMPROVEMENT FOR 7-ELEVEN INTERIOR BUILD OUT
Address Document Type
Plans
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
57
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
d� q <br />ga^EF <br />/4 <br />2/4aa <br />0 <br />#1 d A t!aUS <br />LL <br />L <br />HEAD SCREWS� <br />a <br />H-1I-Ti H—E <br />f <br />E <br />E � <br />"l) A9Ng�^�aL CLIP '��4 # <br />. 1/x-� as �� as ? <br />—VERY FLOOR <br />4 K / $' <br />< <br />µ1-0 FLOOR JOIN-1— <br />4 " � � C, MA <br />y <br />EX T Q <br />Z—CLIP AT BUILDWALL <br />IN ULA,TE PANEL. <br />//'.TYL <br />° g€" � a -BUTYL <br />FLOORS PARTITION <br />.�/8; ' LAG L-a <br />FETAL TO WRAP EDGE <br />@ 24" O. Ca MA�"(e <br />3/ " LACE BOLT <br />4 <br />k <br />24 " O.C. MAX. <br />z`@ <br />pp Y Frod �9`4i ¢s§1 4B„` Z, <br />tf <br />EK,�,T? b " gyaE.m, qq T ffj <br />}i1 <br />p <br />a <br />E yy <br />f£ aa EACH f (E" A <br />.��-. �� F ..�#a���S d Y i i 3 k A.._G <br />1 <br />� [ F Sao OPPOSITE xm ��I��E <br />�`� �.METAL SETBACK <br />FROM EDGE OF TOP <br />_ e V\ ,. <br />PANEL INTERIORSIDE <br />FROM EDGETOP <br />IN FREEZERS <br />...-,--.._..�p <br />g,„q@$ <br />$ PARTITION <br />—1 <br />FACTORY NOTCH BOTTOM <br />OF PANEL <br />PEP, LAYOUT, <br />' <br />ORY NOTCH <br />J.S. <br />—1/4" FILLER <br />—ACTORY INSTALLED) <br />s <br />ACl'ORY BUILD UP <br />N � a ) <br />METAL TO <br />'CRAP EDGE <br />/ " LACE BOLTS @ <br />2 " O.C. MAX. <br />26 Gk 1-1/2"x 1-1/2" x <br />1/2aa x 1-1/2" CONTINUOUS TINUOU ANGLE <br />DUS ANGLE W/ W1 #14 x 1-- /2" HEX <br />as HEX HD. TEK Hs TEK SCREWS@ 12 <br />b 12" O.C. MAX � O.C. MAX <br />1-1/2" FULL METAL SETBACK FROM <br />WOOD TOP PLATE \ED E OF TOP PANEL <br />1-1/2" FULL � INTERIOR SIDE <br />TH PVC TOP PLATE \BUTYL AT ALL JOINTS <br />IN EREE7ER. <br />WALL TO TOPS PARTITION <br />.T®W <br />TOP PANEL 30I T <br />'GRC, OVE SIDE) <br />EM <br />TYPs I <br />OPENIN 1m1/2"I TYR <br />-y 2" <br />E .L F! <br />(l 0) BRD N R <br />CEWENT <br />N.T. . (FREEZER) <br />FINISHING <br />MAILS @ 12a' y . <br />PLAN INSTALLED TRIM <br />4BAR— DOOR TRIM <br />.Ta . <br />EXISTING WALL INSULATED <br />'WALL PANEL <br />1 � CAM LOCKS <br />d,f <br />INSULATED NSF <br />FLOOR PANEL WITH <br />1/2" OS <br />Cl 6� <br />t�WALLS TO FLOORS <br />INSIDE <br />DOOR ypPg�^*q ryp N I pp��- <br />9 q o �9 i rl <br />(2) #1 1--1/2" HEX' HEAD CREWS <br />" 1/2" <br />A. GALV. ANGLE <br />CRE TAM; <br />_/ ' <br />1-1/2 <br />aRIVE PINS <br />DILATER FLOOR: 2 1 1.-1/2" HEX HEAD SCREWS <br />.\NS \ <br />._.��. <br />\ \\\ \ <br />.\.... \ \ \ � \\ <br />___ ,,,F... � <br />0o 1(" <br />N_[NG a <br />11 J T 1E, ��"� ��. l\ r a <br />\moo �� <br />X <br />0 a e +J 4� <br />e <br />FIELD DRILL_ <br />1" DIA, HOLE <br />/`RPFEP TO <br />7"INSULATED TOP <br />'AfEL DETAIL <br />Ll <br />NDUIT <br />INSULATED <br />WALL PANEL <br />OUT <br />:�- <br />TC PROTRUDE " <br />ABOVE THE WALL <br />PANEL FOR FIELD <br />ATTACHMENT OF <br />ELECTRICAL ABOVE <br />HE PRE—FAB ROOM <br />A r` ELECTRICAL BOY — LPL LISTED <br />(D" 1./2" CONDUIT — UlL LISTED <br />CC <br />CONDUIT CONNEC70R — LPL LISTED <br />OPTIONAL SWITCH ��H AND � �a LISTED <br />�LmmT �TRICAL <br />.TW W <br />BUTYL AL OINT, <br />IN FREEZER, <br />/ " LAG BOLTS <br />@ 24" O.C. MAX. <br />WALLS_ T T 0 <br />{ .T .) (CO(COOLER) <br />1-1/2 ifx 2-1/2" CONTINUOUS <br />1/ " NSF COVE BASE W/ <br />1 GA. STEEL TIE —DOWN ANGLE � I" t E EA TES <br />SCREWS 121' Cx, <br />1 1m-1/2" HEX HD. <br />I <br />TE SCREWS 12g� xx <br />/ as ar <br />1/ 1-7/ HILTI NCH—E <br />v BUTYL, <br />@ a O.C. MAX , <br />FROM <br />EACH EN 1— / " E �) <br />/ " LAG BOLTS <br />2 "O. O.C. MAX.- <br />L IB 1-1/2" 1-1/2" CONTINUOUS <br />WOOD FULL PANEL WIDTH <br />_- 2 A L ANGLE ,� <br />-- 1 1.1/2n HEX HEAD TE <br />SCREWS 12" O.C. EACH LEG <br />
The URL can be used to link to this page
Your browser does not support the video tag.