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SPECIAL INSPECTION IS REQUIRED PER ICC ESR #2508 DURING SPECIAL INSPECTION IS REQUIRED PER ICC ESR #2508 DURING <br /> INSTALLATION FOR NEW SET-XP INSTALLED ANCHORS, SIZE WALL FRAMING PER PLAN, INSTALLATION FOR NEW SET-XP INSTALLED ANCHORS, SIZE <br /> AND PLACEMENT, INCLUDING EMBEDMENT LENGTH, SPACING, % n <br /> SHEAR WALL WHERE OCCURS AND PLACEMENT, INCLUDING EMBEDMENT LENGTH, SPACING, 1 _ � <br /> AND EDGE DISTANCE INSTALLED IN EXISTING CONCRETE. AND EDGE DISTANCE INSTALLED IN EXISTING CONCRETE. 17 18 <br /> , <br /> -,N STEM WALL AND FOOTING <br /> FACE OF EXISTING DRAWN BY; GS <br /> 24" P.T. SILL R W/ ANCHOR BOLTS PER PLAN OF CONCRETE WALL REVIEWED BY. GS <br /> #4 d <br /> @ 24"OC WALL FRAMING PER PLAN i PER SCHEDULE OR NOTES <br /> SHEAR WALL WHERE OCCURS CONCRETE CURB WHERE OCCURS / STEM WALL REINF PER „ <br /> #4 CONTINOUS � W/ (2) #4 CONT TOP � PLAN 2'-0" TYP 6 EMBED TYP <br /> EXTEND VERTICAL DOWELS EDGE NAILING PER PLAN / / / <br /> SLAB-ON-GRADE & #4 DOWELS 12"OC j MATCH <br /> REINF PER PLAN SIDEWALK OR GRADE <br /> ELEVATION PER PLAN (E) BOTTOM PLATE PER SHEAR W/ 4 MIN EMBED W/SIMPSON SLAB-ON-GRADE T/(E) WALL (E) STEM WALL Sc FOOTING <br /> SLOPE WALL SCHEDULE & NOTES SET-XP EPDXY. SPECIAL r <br /> INSPECTION PER & REINF PER �i i DOWELS TO MATCH <br /> PER ARCH ICC ESR#2508 REQ'D DURING GENERAL STRUCTURAL a i a I <br /> a ,,,,,;ti.) . HORIZONTAL REINF W/ 6"T/SLAB — <br /> �j AWAYE INSTALLATION NOTES q a T <br /> S MPSON EPDXY OR EQUIV. <br /> Y ° d' � I cow ° ' <br /> • x x x-- rx x T/GRADE ��., a <br /> ° \ 4" 0 T/SLAB i • °° �. Ql° <br /> ° VARIES EMBED TYR) • T/(E) FINISH GRADE a x • <br /> x 'j• T/GRADE�j • <br /> 1 SLR / / -x d x x x-a�- �— :;. `f VARIES 5• <br /> a ° ° °— .1 T/FINISH GRADE <br /> ° d• o ►z- _1 \ -- ;}. — o cn MATCH a• a • <br /> ° ° • a ,.:. :) 112=-7:1 Z ,� <br /> iikw ° - z w — �' d a —� _ <br /> • a ° c�\ a � '� �' �.:.i •I`. G• F o' T/(E) FTG d ^ ° . ' I w <br /> #4 C�? 12 OC o: o - Lila_ _ $ as <br /> HORIZONTAL • • i <br /> T/FOOTING \ • : ,; ' w > I — _, Q a • o ° a . a a �, o <br /> STEEP AS POSSIBLE .. ° '_ \ \ $ ;.�, J �•; • � ` • - � . :m .-- - <br /> , Ill—III• ICI I 11 t— \ \ w 11.. <br /> v d° . a A l!7 <br /> •a i . a � 2" ;41 —III -III II - � a - • _ � � � 0 \ � i d ° �- I � <br /> a ° c.) B/FOOTING <br /> �' — / EXISTING / (N) FOOTING & REINF PER PLAN �, I I I r ( � <br /> -� (E) FOOTING PER PLAN _ . III I I— I I �— I <br /> III_ i _ <br /> / <br /> / '� / (2)#4 CONT I I I #4(�24"OC VERT (ALT HOOKS; I <br /> 8 MIN 2 4 CONT & I <br /> FIRM AND UNYIELDING NATIVE O# #4®12"OC HORIZ FIRM AND UNYIELDING NATIVE ZVELT <br /> SOIL OR COMPACTED STRUCTURAL #4©12 SHORT WAY PER PLAN (NEW) PER PLAN <br /> FILL OR PER GEOTECH REPORT / PER / / / FIRM AND UNYIELDING NATIVE / / SOIL OR STRUCTURAL FILL <br /> NOTES: SOIL OR STRUCTURAL FILL OR PER GEOTECH REPORT <br /> PLAN OR PER GEOTECH REPORT NOTES: ENGINEERING DESIGN PLLC <br /> CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION WORK <br /> CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION WORK <br /> 1 TYPICAL THICKENED SLAB EDGE FOOTING WITH STRIP FTG 2 RETROF <br /> ITTED FOOTING DETAIL 3 TYPICAL FOUNDATION DETAIL 4 NEW FOUNDATION CONNECTION TO EXISTING <br /> STRUCTURAL ENGINEERING <br /> 6619 132ND AVE NE,#126 <br /> KIRKLAND,WA 98033 <br /> Zvelt.Eng@outlook.com <br /> � ELA s' <br /> Q� � wAStiti 9. <br /> ���� lib i U <br /> q <br /> 130 ,P 52184 p �� <br /> ���`�I4NAL � �1� <br /> EXPIRES: 07-07-20 <br /> PROJECT NAME: <br /> Z <br /> O <br /> E- <br /> 1_, <br /> A o <br /> N <br /> W00 <br /> 01 <br /> Z 4 <br /> LLl N <br /> 5 NOT USED 6 <br /> NOT USED 7 NOT USED 8 NOT USED cA M H <br /> W <br /> 0 <br /> z <br /> 0 <br /> W <br /> SHEET TITLE; <br /> STRUCTURAL <br /> DETAILS <br /> IBC 2015 <br /> SHEET NUMBER. <br /> S 3 <br /> CITY OF EVERETT <br /> REVIEWED FOR PERMIT S S <br /> 9 NOT USED <br /> 10 NOT USED 11 NOT USED 12 NOT USED <br />