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PROJECT NAME SHEET# <br /> WILDREED APTS- DECK REPAIRS <br /> DEI <br /> DIBBLE ENGINEERS !NC <br /> PROJECT# DATE <br /> y 23-107 <br /> www.dibbleengineers.com <br /> mg Market Street,Kirkland,WA98033 SUBJECT BY <br /> GUARD RE-ATTACHMENT <br /> w ,: 425,828.4200 <br /> ► DETAIL OCCURS AT THE PRIVATE DECKS <br /> ► THE PRIVATE DECKS ARE OCCUPIED BY ONE SINGLE DWELLING UNIT <br /> GUARD DESIGN LOADS: <br /> LINEAR LOAD NOT APPLIED PER 2018 IBC SECTION 1607.8.1 EXCEPTION#1 <br /> CONCENTRATED LOAD PER 2018 IBC SECTION 1607.8.1.1, P =200 LBS <br /> REACTION @ EACH STANCHION, R= 200 LBS 12 = 100 LBS <br /> H (EXISTING) =36" [PER 2018 IBC SECTION 1015.3 EXCEPTION#11 <br /> M = 100 LBS (36" + 0.75" PLY+ 1" EDGE DIST) = 3,775 IN-LBS <br /> T=3,7751N-LBS /3.5" = 1,079 LBS <br /> SCREW CAPACITY PER 2018 NDS TABLE 12M: <br /> ► USE (4) 0.25"O x 5"SIDS SCREWS @ EACH FACE PLATE <br /> W-REQUIRED = 1,079 LBS 1(2 SCREWS IN WITHDRAWAL)/(1.6 LOAD DURATION FACTOR) = 337 LBS PER SCREW <br /> W(ASD) =475 LBS >W-REQUIRED, .'. OK@ 71% DCR <br /> TI GUARD <br /> OL <br /> z <br /> x <br /> w <br /> ' U <br /> Q <br /> rr - <br /> +I <br /> ?' TI DECKS <br /> 1" (MIN) <br /> ±3.5" <br /> RE-USE EXISTING FACE <br /> PLATE TO RE-ATTACH <br /> EXISTING GUARDRAIL TO <br /> NEW BEAMS <br />