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- K3 � � <br /> POST PER PLAN PARCEL NUMBER <br /> � EXISTING RESIDENCE 00439143201900 <br /> � SIMPSON DTT1 Z ABU44(POST BASE) <br /> - - (5-LOCATIONS) MATCH POST SIZE PER PLAN <br /> LEGAL DESCRIPTION <br /> �2x10 Pn" HF#2 LEDGER �LUS210Z SIMPSON HANGER CONCRETE FOOTING <br /> � DBL 2x10 P/T HF#2 AT EACH JOIST ATTACHMENT <br /> EVERETT PALT OF BLK 432 <br /> � JOISTS D-00 - LOTS 19 & 20 <br /> N <br /> ��i.. V 2„ MIN 2-#4 REBAR EACH WAY <br /> � �--4x4 P/T POSTS = � <br /> FOR STAIRS (TYP) H . � <br /> � 4x10 P/T HF#2 a N -POUR FOOTING ON <br /> T BEAM o � GRADE UNYEILDING SOIL <br /> o X <br /> � HUCQ610Z @ EACH 6x6 P/T POSTS <br /> N 12" MIN. � i <br /> POST TO BEAM CONNECTION � <br /> TYP) x3 j KING DECK PROJECT <br /> CARL & DIANA KING <br /> (TYP)x4 <br /> P/T GLB 5-1/2 x 10-1/2 (24F-V4) P/T GLB 5-1/2 x 10-1/2 (24F-V4) BEAM I 1 }-��� X � �-��� � <br /> SQUARE FOOTING 2126 RUCKER AVE <br /> sKl POST TO FOOTING CONNECTION EVERETT, WA 98201 <br /> 15'3" 15'3" NOT TO SCALE <br /> PROJECT DESIGNER <br /> s2'o° ROBERT GREAVES 206.450.9115 <br /> PROJECT CONTACT <br /> TONY MITCHELL 206.669.6650 <br /> PT 6x6 HF#2 POST EMBED PROJECT NO. SCALE <br /> TO BOTrOM OF FOOTING <br /> As sHowrv T18-70 1/4" = 1' <br /> S� GRADE DATE REV. DATE <br /> _ 1/29/19 <br /> � COMPACT SOIL ALL AROUND <br /> - N I ( FOOTING TO A 95%COMPACTION <br /> � <br /> 2500 PSI CONCRETE <br /> (6)-#3 ROUND TIES EQUALLY TIMBERLINE PATIO COVERS, LLC. <br /> � SPACED 16910 59TH AVE NE <br /> � (2)-#4 BARS THROUGH CENTER SUITE 215 <br /> � OF POST ARLINGTON, WA 98223 <br /> ______._._-- (4)-#4 VERTICAL REWFORCEMENT 425.256.2176 <br /> EQUALLY SPACED <br /> TIMBEPC831BZ, EXP 1/21 <br /> — 3"CLEARANCE TO POST AND <br /> REINFORCEMENT <br /> K3 K3 2�-O�� X Z�-O�� POUR FOOTING ON <br /> , <br /> SQUARE FOOTING UNYIELDING SOUL <br /> EXISTING RESIDENCE S� POST TO FOOTING CONNECTION <br /> - NOT TO SCALE <br /> 2x10 P!T HF#2 LEDGER ��US210Z SIMPSON HANGER <br /> AT EACH JOIST ATTACHMENT S IMPSON DTT1 Z <br /> c.� (5-LOCATIONS) EXISTING FLOOR ]OISTS <br /> � v 2X SOLID RIM BOARD <br /> = p VERIFY <br /> � �N DECKING <br /> T o � PT 2x10 HF#2 LEDGER <br /> 6x6 P/T POSTS cv ATTACH TO EXISTING 2X <br /> (TYP) x3 RIM JOIST WITH 3-5/8" LEDGER-LOKS <br /> @ 12" O.C. (2 PER JOIST BAY) <br /> P/T GLB 5-1/2 x 10-1/2 24F-V4 BEAM P/T GLB S-1/2 x 10-1/2 24F-V4 BEAM � <br /> 2X JOIST PER PLAN <br /> 16'0" 16'0" LUS210Z HANGERS @ EACH JOIST <br /> DTT1Z W/ 6-SD #9X1-1/2" <br /> 32'0" SCREWS TO 2X10 JOIST @ 48" O.C. CENTER <br /> sK3 LEDGER CONNECTION <br /> nNOTTOS��.E o <br />