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0 <br /> CONSTRUCTION SEQUENCE NOTES: 250 4TH AVE. S. SUITE 200 <br /> CONSTRUCTION SEQUENCE NOTES: 1.JACK EXISTING STRUCTURE FROM PILE EDMONDS, WASHINGTON 98020 <br /> 1.JACK EXISTING STRUCTURE FROM <br /> PILE AFTER REFUSAL IS COMPLETED <br /> AFTER REFUSAL IS COMPLETED& PHONE (425) 778-8500 • <br /> CRITERIA MET. <br /> &CRITERIA MET. NOTE: 2.TIGHTEN NUTS AFTER PORTION OF FLOOR FAX (425) 778-5536 I 2.TIGHTEN NUTS AFTER PORTION OF TOP PL&THREADED IS LEVELED. <br /> HOUSE LEVELED. ROD NOT SHOWN FOR 3. REMOVE JACK&TOP PL& REMOVE EXCESS <br /> EXIST FOUNDATION - 3. REMOVE JACK&TOP PL&REMOVE CLARITY 5/8"0 EXPANSIONS ANCHORS <br /> -\� EXCESS THREADED ROD. W/4" EMBEDMENT,TYP THREADED ROD BELOW TOP OF FLOOR. <br /> f <br /> EXIST FOUNDATION / 1'-0" EXIST FLOOR <br /> CHIP OUT PORTION OF FTG JACK NOT SHOWN FOR CLARITY TYP &SHEATHING JACK NOT SHOWN <br /> TO INSTALL ANGLE DIRECTLY = 5/8"O LONG SLOTTED 2" FOR CLARITY <br /> BENEATH STEM WALLT�T HOLES f / - <br /> PL 1 x 4 x 0'-9"WI 15/16"0 EXIST STEM WALL -�` TYP ^' \\\ \\\ \\\\ r \\�\ \\\\ \\\\ \\\\ <br /> -_ HOLES TO ALIGN W/1" ES 1" EXTRA STRENGTH A \ \ <br /> - PIPE x 4" LONG, c I•-� 1 4 -4- + -mac = I PL 1"x 4"x 0'-9"W/15/16"� <br /> PIPE BELOW,TYP TYP GT 14 D = 1 HOLES TO ALIGN W/1" ES <br /> 1/2"O THREADED ROD W/4" _ 1 TS5 x 3 x 1/4 x 8" LONG - <br /> MIN EMBED INTO FTG W/HILTI J .� 7/8 0 THREADED ROD ' = I PIPE BELOW,TYP <br /> EXISTING GRADE Coo0 r-1; s <br /> HIT HY 200 INJECTION <br /> 4 GUIL <br /> ' _ •' 1" EXTRA STRENGTH _ .. C� �:. <br /> ADHESIVE.ALTERNATELY 1/2"0 1 \ .. '� C� <br /> EXPANSION ANCHORS MAY BE I = I PIPE x 4" LONG - l _ + + \ _ 4� of wAs�jl� <br /> r Zo I A EXIST BEAM , - , o <br /> USED W/4" MIN EMBED - - �. ' �'a <br /> 1 .:11N..._ <br /> __ p - 6it co / 1 EXIST JOIST ^�Cx�r�,l o <br /> ® "� - GALVANIZED PL - ', <br /> E-- I i MIN 1/4 V — \ 1/2"x 1'-0"x 1'-0" I I I I / <br /> , <br /> • <br /> 3 III _ :: 5/8"�THRU BOLT I 1 1 7/8"0 THREADED ROD 0 ' w <br /> S`IONAL ' �. <br /> 1� - PIPE PILE PER PLAN • <br /> I L_--- BRACKET INSERT <br /> N__. SECTION A-A • <br /> 1 1/2 XS PIPE L6 x 6 x 3/4 x 12"LONG 1" ES PIPE x 4" LONG <br /> TS5 x3x1/4x8 LONG 1/4 10/28/19 <br /> 1/4 �TYP <br /> 12"L6x6x3/4xLONG -V <br /> PIPE PILE PER PLAN EXISTING GRADE TS5 x 3 x 1/4 x 8" LONG <br /> f 16x6x3/4x12" LONG <br /> NOTE: <br /> 1/4 D <br /> 2 O PIPE PILE PILE ALLOWABLE LOAD SHALL 1/4 > PIPE PILE PER PLAN <br /> PER PLAN NOT EXCEED 6,000 LBS <br /> df-I■ f - .hd <br /> 0 TYPICAL DETAIL0 4 TYPICAL DETAIL FACE MOUNT BRACKET DETAIL SECTION <br /> SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2"= 1'-0" SCALE: 1" = 1'-0" SCALE: 1 1/2 = 1-0 Z <br /> v1 :, <br /> 5 <br /> Q <br /> w <br /> O <br /> NEW HSS3x3x1/8 COL p m H <br /> T_____/- <br /> V <br /> W w 0 <br /> 0 n_ U <br /> 01 LA <br /> Q11111111; <br /> T-1 CV <br /> Y <br /> _� <br /> I.. , <br /> DESIGN: CGP <br /> DRAWN: ATD <br /> • <br /> CHECK: GG <br /> S `-' S JOB NO: 19354.10 ( , <br /> \ = C8 x 11.5 x 5'-0"W/(2) 1/2" DATE: 10�1 1 1 9 <br /> N EXPANSION ANCHORS EA END(4) <br /> STAGGERED @ 11"OC W/4 1/4" 6" <br /> EMBED - (3)#4 8 r �—t1$7 �. <br /> \ NEW SLIDER <br /> 114_ r-i 1 IMO .NMI N " u " <br /> I \ / 1-1 / 4-0 <br /> 2" MIN,TYP #4 NOSING CONCRETE #4 @ 12" OC <br /> / / BAR SLAB CENTERED <br /> rZ F-1 J"L rr ;___- \ \ <br /> ) <br /> 1 r J., • • <br /> 2 <br /> I I I I N -- O Q c <br /> ouJ <br /> \ • <br /> a1=III=1I1=1I1=1I1=1 -_ <br /> N I I I—i I I III—III—III to z Q N • <br /> II II II • Li., <br /> o <br /> i I I I I I I ^ DOWEL& EPDXY REINF INTO EXIST cc <br /> _ _ _ �.� I l I FOUNDATION W/HILTI HIT-200 <br /> 1111=1 1 1=11 1 1-1 11-1 1111 I I I=1 I EPDXY W/4" EMBED MIN <br /> -III= I I=I I IH -11{-III=III= , <br /> -III I I=I I IIIIIII=) I 1 AT WEST END WALL PROVIDE 6"x 15" <br /> EXIST CONC FOUNDATION GRADE BEAM W/(2)#4 TOP&BOT <br /> DOWELED INTO EXISTING FOUNDATION <br /> WALL / <br /> EXIST v , <br /> PILE PER PLAN FOUNDATION vn __..1 <br /> did -1.d A 0 <br /> / EQ EQ / 3'-0" <br /> X <br /> CONCRETE LANDING SECTION <br /> ELEVATION o Q W <br /> 5 SCALE: 1 1/2 - 1-0 0 SCALE: 1 = 1 0 0 Q <br /> wix o W <br /> V) a <br /> -1 0 W Z 6.1 <br /> N WI <br /> K) • <br /> r <br /> SHEET: <br /> � I <br />