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2X BLOCKING <br /> BETWEEN <br /> STRINGERS CONTINUOUS LEDGER FLASHING <br /> MIN 4X4 POST �: DECK POST <br /> S'aPBaN06 EXIST 2X4 WALL CONNECTOR "SIMPSON"LUS26 WI"SD9112"FASTENERS <br /> 2X6 EXIST.FLOOR JOIST <br /> "WING MIN OU 0 STRINGER DECKING <br /> 1X1 BEDROOM 92 THROUGH-BOLTS <br /> AND WASHERS MATERIAL <br /> N <br /> 2X4 METAL POST II = <br /> Alt BASE ANCHOR 8'-10"F.F <br /> ___ MAIN LEVEL <br /> 2X4 -' CONCRETE <br /> ' -----MAIN LEVEL& PIER 2 x 6 JOIST <br /> RIM JOIST 2X6 2X6 JOIST 016"D.C. <br /> SIMPSON EPCZ I, EXIST.2X4 PLATE N <br /> GALVANIZED RIM OR OUTSIDE JOIST <br /> POST CAP 18 GA _/I n HOLD-DOWN <br /> OMIN#T50 WN ACITY <br /> DEVICE <br /> #9 x 1-1/2 in. --- METAL STRINGER <br /> AT 4 LOCATIONS <br /> Strong-Drive MIS BEAM MOUNTING BRACKET <br /> SO Connector screw AT EACH STRINGER 5 ALONG DECK&I <br /> EXIST.2X4 WALL WITHIN 2' <br /> 8X6 POST 4x4 POST EACH END OF THE <br /> LE HOLD-DOWN HOLDOWN DEVICES SHALL <br /> FULLY ENGAGE DECK JOIST <br /> STRINGER MIN 2X12 PER HOLD DOWN MANUFACTURER <br /> EXISTING CONIC.LANDING P.T.2 X B LEDGER W/(2)LEDGERLOK"FMLL3W' <br /> BASEMENT NOTE:ALL HARDWARE TO BE <br /> - -�I—�_ Simpson CBSQ44SD32 COMPATIBLE W/P.T.MATERIAL OR EQ. 18"O/C(U.N.O.)MIN 2-EDGE DI8T. <br /> SlmDson CBSO443D92 ��� POST BASE 4x4!GA 12 (TIP TO EXTEND FULLY BEYOND INSIDE <br /> mm FACE OF RIM BD) <br /> POST BASE Bx6/GA 12 mill 14SDS 1/4"x 2" <br /> 14-SDS 1/4"x 2" CONCRETE PIER <br /> _ EM'F_F s AT EACH STRINGER <br /> - BASEMENT <br /> 12X12 AND POST LOCATION <br /> CONCRET <br /> BLOCK MIN 6"DEEP <br /> 1 DECK DETAIL <br /> ' SCALE:1/2"•5 <br /> DETAIL <br /> ut SCALE:1/2"•1'-0" MIN.12"0 ROUND A2.1 SCALE:1"44" <br /> FOOTING OR MIN.10" <br /> SQUARE FOOTING <br /> SIMPSON EPCZ <br /> GALVANIZED <br /> POST CAP 16 GA <br /> 6X6 POST 8X8 BEAM #9 x 1-112 In. <br /> Strong-Urive ------- <br /> BID Connector screw SECOND LEVEL <br /> - NEW PSL 4X8 BEAM <br /> SX6 POST EXISTING Strong-Tie <br /> 12X12 CONCRETE BLOCK PORCH JACK STUDS 2X4 DOUBLED LPC4Z 18 GA <br /> J COLUMN 9'OPENN09 b4, 2X4 DOUBLED HEADER HEADER WITH <br /> PLYWOOD SPACER <br /> 8X8 POST NEW P.T.4X8 POST O <br /> 2X6 <br /> YY EXISTING 2X4 - <br /> 2X6 JOISTS @18"O.C. 1X1 DOUBLE PLATE <br /> S <br /> 2X4 2X6 EXISTING WINDOW EXISTING 2X4 <br /> ROUGH OPENING TRIMMER STUD <br /> 8'•10'F.F <br /> 2X4 s•OPENINGs MAIN LEVEL <br /> __ _____ <br /> MAIN LEVEL EXISTING 2X4 <br /> EXISTING PORCH 2S 16"O.C. <br /> axe POST <br /> 2X4 DOUBLED SILL PLATE <br /> A EXISTING 1X1 2X4 DOUBLED <br /> All PORCH SILL PLATE NEW POST BASE 4X6 <br /> STRUCTURE ' <br /> "(4 FT _0`0"F.F_ WEDGE 5/8"ANCHOR <br /> 2X8 LEDGER HANGERS �BASEMENT <br /> EXISTING PORCH _____ J.. . <br /> CONCRETE STAIRS FOOTING 12"x 12"x 10" <br /> P.T.2 X 8 LEDGER W/(2)LEDGERLOK TMLL358"OR <br /> EQ.a 18"O!C(U.N.O.)MIN I EDGE DIST. <br /> (TIP TO EXTEND FULLY BEYOND INSIDE FACE OF RIM BD) <br /> SIMPSON STRONG TIE NOTE:ALL FRAMING STUDS ARE 2X4 LUMBER <br /> N EXISTING PORCH CONCRETE ABU ZMAX GALVANIZED <br /> DE K �u RAILING o STAIRS RAILING DETAIL POST BASE FOR SXB r SCALE.1 2"-1 p FRAMI DET <br /> SCALE:1/2"•1'-0" AAt SCALE:1/2"•1'-0" <br /> SCALE:1/2"=1'-0" EXISTING <br /> CONCRETE <br /> SLAB <br /> CITY OF EVERETT <br /> REVIEWED FOR PERMIT <br /> DATE:12-17-19 REVISIONS: Drawn by: Construction Company: PAGE No: 5-5 <br /> Me* Project Name: <br /> — Arkitech Drafting Studio SHEET: <br /> PROPOSED MAIN LEVEL CHRISTIAN CORONADO Pr 5403 86 hO-3370 PL NE Unit 1, <br /> PROPOSED BASEMENT - <br /> PROPOSED SECOND LEVEL 2805 19TH ST, EVERETT, WA 98201 PARCEL #: 00531300201203 Marysville,WA 98270 arkitech.draftingstudio@gmail.com A� <br />