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perm- 92305035
<br /> Sire A—e- 4021 F IDAY AVE
<br /> Cwner MILER MICHAEL M/GIBBONS REBEKAHL
<br /> PROJECT INFORMATION e"°
<br /> Asp.D_: 5/1 lmn
<br /> eI e: RESIDENTIALBUH-DING
<br /> Owne(_and adciies ._. _ ✓<Ecp" DwNp"'!
<br /> APPROVED Z,11:p OTHER(DECK PORCH,ETC)
<br /> -�',NINGp'EPARTMENT Desc-ipoun: p CK/2NOEMO DSTORYNG DE KND REBUILD NEW
<br /> MIC" GI Mdler&Rebekah GibbOrt
<br /> —
<br /> 402'
<br /> A%JILJL—
<br /> \OUT
<br /> CONS RUC N,
<br /> tL
<br /> -- 1 F y LIC#: INSIDOC886JR
<br /> 4031 168T- St. SW
<br /> Lynnwood WA 98037
<br /> (206) 3S3-4937
<br /> Ili
<br /> CODES AND DESKS LIVE LOADS
<br /> L11 methods,material,and\%oikmanship shall conform to the'018 International e sacs 5 a
<br /> Building Code,IBC I as amended and adopted bl the local Building Department.
<br /> snw\load:2?psi I i
<br /> Deck In e load:60 p,t
<br /> -Sei,nuc Criteria A,sum d Soil Site Class s D:S•i,inic D i,n Cate,or} D:Sd 5;9;1= I
<br /> LSD�Q��S
<br /> Lo I OL\DAL ION AND SOIL PRESSL RE -_-- _ _--_ t Piesumpti,e veitical foundation Prcv.tre:1500 PSI, -- MAY IgTY pF EV
<br /> STRUCTURAL REINFORCED CONCRETE
<br /> - Permit S ERETT
<br /> Al!amcrete shall meet the rrquirrmenb oL\CI O1.`Spectticauun,I tx mltictural erviees
<br /> Concrete For Bnildttlg,. Place
<br /> concrete per_ (1-304 and contorm to AC1-306R t1u :old v%eathe placement and
<br /> _1CI-3DSR for hot v%eather placement
<br /> Protect all amc,ete tram preni;itur ir%uig,ex r,sicr Lot of,old temPc,arlre.
<br /> All concrete thicker or deeper than 4 inches shill be vibrated during placement.L se -
<br /> internal mechanical%ibrators.
<br /> In,crts.Bolt,.boxes.pipe,,conduit_,,and ,they accrs,orte,.hall be secureh in,talled
<br /> and inspected prior to placing
<br /> concrete.Remo\r\cater,debris,,%cod,and louse concrete trom:pace\%here concrete - ---
<br /> i,to be placed.
<br /> _ I
<br /> fc:3.000 Psi minimum: _ .'a,,.3 _sack minimum mix I special inspection is not --
<br /> equi:ed!Slcunp: .- . . . _.alai -
<br /> ater cement 0.4 ..-.. %eight
<br /> air entrainment: - -1
<br /> 3 4-inch nruununuize aggregate � -C, 3C�`I Cont nao s
<br /> Cement:A5"r\I C l O.normal-I'\pe I of AST\I C: J3.T\-pe IL
<br /> Coarse and tine agg.c_.I,:AST\I C,,
<br /> \\ater shall be cl,--.- ❑ot detrimental to concrete.Admixtures containing
<br /> chlui ide, hair �'.Do tty[u calcium hluriLle.tiv a>h sold related material>.
<br /> Reinforcing st anlforni to AST\I A61,Grade 60 ne,c billet stuck,detormed
<br /> steel tree of rustscale or other
<br /> bond-:eL{ucin'c„acing,.Tie bar,se:ureh ,%ith=16 double annealed,%irc.
<br /> EPDXY FOR AN(HORS AND DOWELS
<br /> Use Simpson SET-SP or Hilti HIT HY-20OR adhesn e s\stem.
<br /> Follow manufacturer s instruction,for all in,tallation steps,including,iniection tools,
<br /> nixing nozzle, material handling and,toeing.substrate drilling and cleaning and
<br /> adhesive iniection,.
<br /> WOOD FRAMING AND LL MBER GRADING -
<br /> Allov,able stre,s required,hall be in accordance„ith stand, l gradtng rules of Went
<br /> Coat Lumber No.16.Moisture content Shall be nraxinrcun 19 -
<br /> Wood tramink detail,.not shov%n othen,i,e, hall be con tructed to the minimum
<br /> standard,otthe IBC and shall confoi ni to Table 2304.10 1 1 a,tening Schedule of the IBC.
<br /> ComPanc Catalog C-C-201`i.
<br /> \\'here preser,atice treated lumber t,cut or drilled after tieaunent 1 thectit surface shall be
<br /> field treated,\ith appro\ed pre,ei\ame bt repeated bru,hingl dipping or soaking until
<br /> :e r-od ab,orb,no more presen au\e.
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