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D�.r PROJECT NAME SHEET# <br /> C WILDREED APTS—DECK REPAIRS <br /> DIBBLE ENGINEERS INC PROJECT* DATE <br /> www.dibbleengineers.com 23-107 <br /> 1ozg Market Street,Kirkland,WAg8o33 suaJECT BY <br /> GUARD RE—ATTACHMENT <br /> 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= 3,775 IN—LBS 13.5" = 1,079 LBS <br /> SCREW CAPACITY PER 2018 NDS TABLE 12M: <br /> ► USE (4) 0.25"0 x 5" SIDS SCREWS @ EACH FACE PLATE <br /> W—REQUIRED = 1,079 LBS I(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 OIL <br /> z <br /> F— <br /> CIO <br /> u..r <br /> Q <br /> _,gf cn <br /> +I <br /> f, s TI DECKk <br /> 1" (MIN) <br /> ±3.5" <br /> RE—USE EXISTING FACE <br /> PLATE TO RE—ATTACH <br /> EXISTING GUARDRAIL TO <br /> NEW BEAMS <br />