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12906 19TH AVE SE 2020 Plans 2023-02-24
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12906 19TH AVE SE 2020 Plans 2023-02-24
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Last modified
2/24/2023 8:32:55 AM
Creation date
2/23/2023 4:09:06 PM
Metadata
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Template:
Address Document
Street Name
19TH AVE SE
Street Number
12906
Permit
B2004-018
Year
2020
Notes
WITHIN THE WALLS REMODEL OF EXTG STORE
Address Document Type
Plans
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1 <br />i 113- I <br />GRADUAL TRANSITION EDGE GUARD <br />CARPET <br />— CONCRETE SLAB <br />f3 —'Is — <br />% A. C�RPr To VCT LVT <br />I <br />2" � FINISH EL ooIR <br />—GRADUALL TRANSITION EDGE <br />GUARD. UNDERCUT 1j4" <br />j WITH 2" TRANSITION. <br />CARPET <br />n" <br />CONCRETE SLAB <br />2g» <br />B. CARPET TO 1-0P\H-RFI E L VINYL <br />N10TN: <br />REF ER TO SPECIFICATIONS <br />SECTION 09 65 113. <br />ORIGINAL ISSUE DATE 7/29/13 <br />RECFIV/FR SOCKET TOP <br />REMOVABLE POST <br />BLACK CAP <br />.�- <br />I <br />`E,;JOVA Bi-E POST <br />II RECEIVER SOCK" TOP <br />r) <br />I CONCRETE FLUOR <br />I <br />I <br />—:l <br />\ CORE DRILL <br />POSe I <br />�. <br />t <br />I <br />I\„TA__AICE INSTRUCTIONS; <br />1. CORE DRILL 2 1 j4" DIAiviETER HOLE, 4" h;IIN. DEEP. DEPENDING <br />UPON THE SIZE OF THE CORE DRILLED HOLE, POUR A SMALL <br />AMOUNT OF EPDXY IN THE HOLE, THEN INSERT SOCKET, FILLING <br />IN ,NI FH EPDXY AS NFFDLD. IKISFR F POST IT,] To SOCKET AND <br />PROP UP IN ',.,ERFICAL POSITION I IN ftL EPDXY SFFS. IF A <br />IARGFR DIAiFTER HGI F IS MAD (MA(IMUIL,1 3") POUR STONE <br />aA.AY BE USED TO SECURE SOCKET IN PI ACE <br />Nato: -- ----_ <br />Insr.._dlq �fon Instrucclons l��� r t A B L F - R <br />O— <br />� �, I-TIVr-ro-m � N <br />Notional F.nI l Co Fcr I �� _ <br />NATIONAL C ART 050004 L 1 �� �, _ A � 10 R <br />REMOVADLEF FI ST. <br />I <br />l <br />i5--�V�.- <br />IDRIGI`AL ISSUE DATE 3/24/16 �1I%V-I CIFICHTION DETA <br />#4 REBAR 16" _011C, DRILL 8" WITH <br />SLAB THICKNESS A4 REBAR 16" LONG, <br />9/16" CONCRETE BIT AND HAMMER <br />TO MATCH -RILL 8" WITH 9/16" <br />N or EPDXY TO PROVIDE SECURE <br />EXISTING COTICRFTE BIT AND <br />-ATTAf HIJEN'F TO EXISTITIC SLI,B. <br />IN or EPDXY <br />TRENCH - <br />TO PROVif)E SECURE <br />OBSTRUCTION-� TACHNINT TO <br />SLAB. crISTiN, <br />r'ON�TRUCTION--� <br />JOINT L <br />JOINT <br />v <br />NE'a � I E .ISTIPIC, <br />EXISTING <br />NE 1F <br />EXISTING <br />� � <br />r <br />J� <br />'C, <br />III —III ` I' � III-1 I—Ili-1(1= <br />III=1 l I Ti ! I I I I I=1a1 � III <br />' I i_I I I �i I I —_I 11�: I i_ <br />--I 11-1 I I 111 111-11 I 111=1 I I III-1 I I-1 I I <br />.III —I I{ III=11 I_ I f l—I I i_T_I III —III I I I— <br />I I_I 11—_I I —III_ III III i I l_I I I 11=1 I I <br />—I —III <br />Section 'A- ,' \-RE-COMPACT <br />_I —I <br />DISTURBED SOIL-- SzGtion Dr-E3' <br />AND REPLACE <br />SUB BASE AS <br />NECESSARY TO MATCH EXISTING <br />1 1 <br />T <br />w <br />I <br />EP <br />A <br />1 <br />L <br />Ld <br />- - <br />cl, <br />L <br />;4 RI BAR <br />9-" ON <br />CEN -- <br />< <br />TRENCH - <br />TYPICFR, <br />Plan Plan <br />TO <br />erch nc <br />_a11a.iRr,Floorto Floor InSJ_<ll_Irio. <br />1 <br />_ L <br />IF ANY 5VE OF TGi,GH 15 I'-0" or 1 E55 AWAY FROM CONTP01 _POINT or, <br />CONSTF.UCTION JOINT, 5A,1CUT AND REMOVE 5LAj TO THE JOINT. <br />NOT GR055 OJT. <br />CtJNCRE TF_ 100R !; DATE: 11/10j11 <br />C P' T <br />- I SCALE: NONE �L <br />�RF ACE\/IEN A� <br />DRAWN: 7AIN <br />E XI S I i N G_S_I__AR <br />�FN/lAS <br />r ` PECIFICATION DrT V•, IAD� C1HI ORIGINAL ISSUE DATE 10j1/09 �CK 0I _ <br />S l- E I : <br />PLACE ONE SDC OF <br />{� jTEP 2: <br />G_I UM N COVER <br />I <br />AROUND COLUMN, <br />I SI DDE OTHER SIDE <br />ViLTH HOLE CND <br />CF COLUNAIN COVER, <br />FLUSH 10 FHE FLOOR <br />z <br />FROM THE TOP VITH <br />.IDE. <br />CIE !D FLUSH <br />o <br />TO THE_ rLrrr 'FIDE. <br />NnTE --e, <br />S?S SHOUI D <br />�� I ITFRI OCK ON BOTH <br />No, 3 <br />SIDES <br />/ <br />NOTE <br />11 <br />No, 4 <br />g i <br />��L JOT,- <br />Np. ti <br />LNOTE <br />No. 3 <br />rKF F AI Rl(__AT <br />`ED <br />s0 UAD <br />COLW IN 1ITIS1AI LOTION <br />i <br />LOCK MUST <br />GHT FITTING <br />RE, NT <br />T10DJ OF <br />R GIN <br />MN <br />CLIEVA-1-10N <br />DRIVE LO.K +JUST <br />9" .K BE TIGHT FITTING <br />r -J 10 PREVENT <br />ROTATICIV Or. <br />PLAN COL nNCN <br />CUSfi011 rf+k-3RIC,-, C-C1) F.OUkID I <br />COLUI iN INSTALLATION j <br />NOTES: <br />----------- <br />1 OUARE COLUMN COVERS ARE PREFABRICATED O; NER SJPPL[FD AND C OfJTRAr TOR INSTAI I ED. BECAUSE ROUND <br />COLUMN _ AN VAR f SO MUCH IF. SI_/ THEY ARE. TO BE C.71I 'ACTCR rABRK ArED AND INSTAI I ED FROM OvdNER <br />SUPPLIED <br />a' x 103 ETS C FIFNISn' D STEEL REFER TO UIbISiON 01 POR COLOR AND FINISH. <br />,all_ COLA 1F1 -O4 RS TO BE 0' HIGH, OR MATCH HEIGHT OF EXISTING WRAPPED COLUMNS. <br />3 AFTER COVERS HAVE 3E EN INSTAL] ED CONTRACTOR TO CAULK A CONTINUOUS BEAD OF CLEAR. PAINTABLE SILICONE <br />SEALANT ARCLND BOB AND BOTTOM OF COVERS TO S_CURE IN PI -ACE <br />4. HOLES ON TH° COLUMN COVERS ARE FROM THE MANUFACTURER USED FOR PAINTING PURPOSES. COLUMN COVERS <br />SHOULD BE INSTALLED WITH THE HOLES DO7, WARDS T09JARDS THE FLOOR. <br />ORIGINAI ICUE DATE 7/15/08 <br />12/17/2019 <br />6/12/2019 <br />04:5 %y <br />C. JONAS A. KENDRICK <br />11H K- <br />
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