Laserfiche WebLink
W <br /> 0 <br /> • <br /> E <br /> 0 E <br /> W <br /> z ® 0 <br /> vj z <br /> - c <br /> co <br /> Et <br /> W <br /> CO <br /> • <br /> 0 <br /> �- ___----------- -------- - 1 M/r_________________=__________________________________________ <br /> �---- - - -- ---- _-- � _ _ - <br /> __, , <br /> 1 111 FASTENERS INTO OR IN CONTACT WITH I i <br /> I I PRESSURE TREATED OR FIRE RETARDANT TREATED <br /> WOOD SHALL BE OF HOT-DIPPED <br /> I I I GALVANIZED STEEL, STAINLESS STEEL, SILICON I C:1 <br /> I i -----_____---- BRONZE OR COPPER. EXCEPTION: 1/2 INCH <br /> DIAMETER OR GREATER STEEL BOLTS. <br /> ULI <br /> -I E . <br /> i Q <br /> Ix 0 <br /> 1ft , W <br /> � f 2 i <br /> — ! i - _i I <br /> SOLID BLOCKING I <br /> OVER BEAM I <br /> I - <br /> I <br /> MIN 18X24 CRAWL SPACE <br /> FLOOR JOIST TO BE I W <br /> ACCESS. INSULATE AND I <br /> WEATHERSTRIP. 2X12 HF#2 AT 16"OC i 0 <br /> I H F <br /> Ce <br /> O o 1 i Q <br /> -I -1 <br /> CO CO 0 <br /> o o I I Cl) c/ <br /> I I , w Q <br /> ----- --- - ------------------- ------- N <br /> wr <br /> LL <br /> U. z <br /> zJ <br /> UJ W <br /> CI n <br /> J ® <br /> co n. <br /> • DATE: <br /> UPSTATE ENGINEERING 8/19/2019 <br /> PO BOX 952 <br /> LYNNWOOD,WA 98046 EHD JOB: <br /> 206-280-4715 <br /> STRUCTURAL REVIEW <br /> THIS DRAWING HAS BEEN 2345 <br /> REVIEWED FOR STRUCTURAL _ <br /> REQUIREMENTS ONLY PER THE <br /> ATTACHED LETTER/CALCULATIONS <br /> PROVIDED BY THIS OFFICE. SHEET: <br /> CITY OF EVERETT REVIEWED BY: aw,5 <br /> REVIEWED FOR PERMIT DATE: 8�30�19 JOB# 0 9 <br /> 6 <br />