Loading...
APPROVED REVIEWED REV2- RESUB1 001_FINAL_LAYOUT_J1097996REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri.c/ Garfer BUILDING OFFICIAL May 31 2022 APPROVED DATE This ridge over height. Engineering fix is for all affected sses. REVISION May 17 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TRUSS O.C. SPA ING ADDED TO LAYOUT 'OR REFERENCE ONL )DD SPACED TRUSSE MAY BE ADJUSTED' 3 1/2" x 15" GLE BOB=T W VENTED O 2X6 SOLID HEEL 7 3/16" BLD2018-1098 ATTENTION FRAMERS: ALL GABLES HAVE 3 1/2" DROPPED TIC FOR VERTICAL 2X4 OUTLOOKERS X4 VENTED OVER 36-00-00 2X8 SOLID HEEL ** IMPORTANT ** 16-00-00 3-06-00 16-06-00 O O V' N O C O it 524 JU 24 o E04 co CD 0 O SL M E03 9- D FL RE JUS2C2 H JUS2s-2 Y s V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 N 0 N 0 N co O 0 N 0 N 0 N 0 N 0 N 3- 0 N -08 0 N 0 N 0 N 0 N 0 N 0 N 0 N M M N a 03( N N 1* N M M N N o 0 0 O O O ,0... O O O O O o O IL {L 16 m:... coIn m V inIn M 3-1 -08 !V M ziBPO BPO ;BPO BPOS BPO BPO N N N NJ,104 N N N N N o FL E02 iUS26.2- N SL O O O I A04 N O O q sz: 0 E01 Juszs 0 a A04 20-06-00 N -0 - 3 JUJ1.24 A03 2:12 JU O ao A03 19-11-00 O A03 00 0 A02 A01 oc 0 N 15-06-00 N GARAGE Beam here to support A01 long OH �M VENTED 41 t = INDICATES LEFT END Pitch ON LAYOUT OH 2' Wind exp B 110mph Snow 25# Blocks= 26 2X8 SOLID 6 2X6 SOLID 40 VENTED 2X4 2015 IBC 0 [41 BP DESIGNED FOR 400# o PER PLAN 0 M PER customer OH ran long F04- F08 to assist overframe m 0 0 0 0 �o Truss Connector Total List Manuf Product Qty USP HUS26 9 USP JUS24 7 USP JUS26 5 USP JUS26-2 4 HEEL 1' —__�M VENTED OVE 2X8 SOLID ATTENTION FRAMER HEIGHT WALL HT REF. TOP OF PLT HT TO UNDER SIDE OF TRUSS TOPCHORD HERE IS X 7 1/2" (including beam ht) ATTENTION FRAMERS: Did not know if beam stopped at start corner (10' per plan) or ran over corner as indicated also on plan so either way ledger and wall needs to run to inside as illustrated reguardless of beam length. A04 truss heels will bear on wall per plan. O)C my N`r d rnm—'OM C _om m'- O CL OOD @ n m rn� O N mt... m�`OLLO)y . a c Qam 'o'omo2°0 ocm a' 8.M- (L „2„L NL J No> W m C L L 2 O. O E" C M V rnm: rn m N v pm�i Q N O.w C N E N J V a s coo o 6 2 on w ._`. 3 h o N 0) 25 o-a E w N s rn' m M m y:. d� agcm o Eovm W m oc mE ,o .9 o t0 m._o m Q a m-crn mp` 2 y N-g 5 m.- a N CQj N d` U! U V! .0 :/� N O.L L O. 'O 0.'m0 N E = o E~'p N y m m N' 20 f H U m S o t H L 2 6P b Y L CD W 0 0 t r O O a 0) L O N d � J L p) 0 N O 00 M M _ Q ooC p U � G E W L RS v : E N W E J � CU � O r c O E W Ln C U H n T T- i Gi •• o E O M Z O L > t) 0 Q ci G