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1616 126TH ST SE Plans 2024-12-30
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1616 126TH ST SE Plans 2024-12-30
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Last modified
12/16/2024 11:40:36 AM
Creation date
12/16/2024 11:40:35 AM
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Address Document
Street Name
126TH ST SE
Street Number
1616
Address Document Type
Plans
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COPYRIGHT NOTICE: <br /> nshassamra camwa0xrwoann6amaswna <br /> :sxmurnsauaals mcurertramwrn6mRnsnRa <br /> Laixkuln4daLpfMSlr�bTbArEINdL9PLla111tl�1dln <br /> mrrAsxn <br /> PROJECT NO.: xXxx <br /> �� DRAWN BY: JEM <br /> — GABLE END __- _-- CHECKED BY: JEM <br /> 2x8 RAFTERS PLAN DATE: 03.282017 <br /> DWG.SCALE: 1141--V-0• <br /> HI CLIP EA.RAFTER REVISIONS <br /> RJ® ®RJ <br /> CEDAR WRAP <br /> END F MIDDLE CROSS BEAMS 09.212017 <br /> i i -5EE PLANS- <br /> 26'-0-PRE-ENGI 5CIRROR /)I, r ----------------•--- 0 10.192017 <br /> TRUS5E5®24"O.G. BEAM PER PLAN <br /> 7:I2 T:I2 _ j o INSTALL H5556/1125-SECOND' <br /> 9 TP PAINTED BLACK' <br /> D-I WP �n IN5TALL OCG44"FIR5T" <br /> ROOF VENTILATION � IxP. 4 POST <br /> CEDAR <br /> RJ® ®RJ <br /> Standard Truss/Scissor Truss Root Age .Over house I Ix EbAR WRAP POSTS-TYP. <br /> Roof Area: Scissor_ 1931 If. <br /> Verdlatlon 1931.S.f.x W si.1 s.f.1300= 926,83 si.Wd <br /> ProUtle 7l2 wlllatian at eaves.l/2 above ffidpdm&trim 3 ft above—aft <br /> Em Vennlalion: <br /> EmVeking=, 4.88 sJ..f 2/sJ.6 Lf.=9en= 3.53 Li.l l.f. O O <br /> Eave VerNlatlon Regtl= 92&88 s.i.f 2/s.i.per LL= 131.79 U. <br /> Prodde: 132 Lf.birdbiaddrg. Venti t.= 466.29 s1. <br /> Man.VaNL 0'm Prm6tletl= 46629 s.i.is realer I'll 463.44 Li. 'd <br /> U r Roof VenEkEon: <br /> TxT Alec Roof Jack= 49 s.i.each-75%—a rec.d.= 36.75 ai.-k RL <br /> UPTxr Ver6W!ion Regd 926.88 s.i./2/si.of ach wd= ize11.6 9 I <br /> Provide: 13-7 mo(lacks Verrtlaiin 4n.75&i Ver Wbw Prodded= 477.75,i.is rraY.v Than463.44 si. tl -O <br /> Use:(minirtum) 132 LE brffc ork q, Ve�on= 468M- WP A A <br /> use: Gen n.m 13-7 xr rooraoka Ve daa k- 477.75,� <br /> Total bfin.Verntlatlon Provided= 94&04,L IS GREATER THAN: 926.88.1.Wd ? 4Bxl0D 2 <br /> 4xl2 ___ _______________ ________ �_____________-r___=________ _ 1 - <br /> 1= - - PROVIDE 22'xSO"CLEAR - -- - <br /> ROOF VENTILATION — a ATTIC ACCESS IN GABLE ENDS O <br /> 9br:dard TN—/9c"vor Truro RootF—ir,Asa b:0—a em 4x6 POST BOTH510E5 I ---- ---- -- --- --- <br /> 900 If. <br /> vrmabiod rvea: 930 ar.a 144 s.i.1 at./300- 440A&I. 4x10 BEAM(BOLT THRW II `' ` ® ®RJ B <br /> Prods.lrzwnubnonateares.v2as .rid oint&M,3naeoweawwnn I 1 i <br /> Eaw wnammn: II ---- ---- ---- -- II <br /> 9ambela 471 ai.1l.f.-25%rmlmt-• &83 ai.1IS. <br /> ........ ...... <br /> na <br /> ......... ......... ........ ........ <br /> . .................. ......... ........ <br /> ry <br /> as ............. I <br /> venawen a 44s.e .lval.erl.f.- s3.teLi ....... III r= O V s'.^:.:.a..:'eea::::riri: ...:.::.... .... ....... , <br /> Pm.1ae: .... 64 Lf.,tiMbloekiy. Vor:uhum=. 22&0a ai. • O P..�......... 4 �A... ....PP?a. ...... ... <br /> asn.v.rllaeon 71 <br /> Pmllaw- zi&se a.i.l:m.ear th.n 2za2 J. a <br /> r tk Rwfllatlen: II 2x o'. g' <br /> TxT Ale Reef Jaek- 49 ai.each-25%aerean rrMue6on= 3a75 ai.oeh. �':� __ __ = � .�. <br /> lgper Verllatlon Ra9tl- 44aR ai./2 al.of each vent. S. wnffi 'I Z •:::.T. ':.::::::" .:.R`..:�.::..':. :'..Ty'y.. <br /> P Vida: 7-T roofNcks.VemlU6m 257.25 wi. 'I J :•:::•T:1•}.'d1 Y yy':. N .I <br /> vn,nmaon ProadW= zn.zs ai.is ream.man m�a I :.n.. '::.IA:.:.: <br /> y Q 1 V' O <br /> U� — <br /> Q — Q <br /> Yae: m 64 Lt blydbbakkn Verdihtion= 2260e aL — I Q ry <br /> = 2sa I Q :•.. ::.�.: ::::ar:.:::nr.�•:•:: a• a� yX1I, p+ �'C��A� <br /> Us: mninum 7-7-xT root' Vema,xbn .25 aL �p�• 1p� <br /> A ::.�.T •::�:::.i}:•ti•'•• .: }: Vaxry ry rlI <br /> Total Min.Ventilation Provi4ada 48a33 vet IS GREATER THAN: 4a6.4 aLR a I ::.T�::>�•:::::•'::':''J Q;•;;•;;:;•,. <br /> = a <br /> 4x6 Posy B0TH5IDEs II •;:};r•;:::::::::: 'r, :';;;;•:•:'tr. 4xlo +3= <br /> 4XIO BEAM(BOLT THRU) 'I ::;i}.:::•: ,:•><• :..u•:. <br /> 'l'I' y�am. •' III <br /> AT, <br /> ICI <br /> 4xIO OM <br /> •� <br /> -- ---- ---- ---- --- II <br /> - • - '1r}.?}ri}iFariii5•i:?::iii:::.i}:?: •::d}:F:i5iet5iir}}} ti -- r a° r-o zx4 END WLL <br /> B x1.8T5 PL 2 E e RJ® ®RJ q� <br /> r.—............ }2}:: A <br /> ^ <br /> ....1..........s::.:::.4 :: M ............ .r:::::: _ <br /> i'ii} i?i}}? }}}}:i: ........ <br /> (u�26'-O'PRE-ENGI RED SCIRROR <br /> :::•:::.�::iIIILLLt:•:::V.:.:...•.4 <br /> 'ti::..7;5..1:c.Z.:.:':.?:d1�4p•.r:.:}.::.:.::.ai <br /> .:n.:.i1f.:�.:.:�:'.::..�.�.:..::u'..�.:....'.:.:.:::.?7,iFv•.•F:'i.5}:;:::}i'}i7}i;:":: BM iIz iI 2 ...-..-.. <br /> Ru5sE5®za'oG. <br /> •:::.:.::4...:: . . B .a' L— <br /> 'i. '. :.... i : -..-..-..-.... <br /> - -• - --III III III <br /> Q�' PANEL FOR SE¢VIGE.VERIFY LID DIAM ET ER <br /> ;Jl.-4 <br /> LOCATE EXISTNG SEPTIC TAW,SERVICEi : _ LID,PROVIDED A REMOVABLE ACCESS <br /> :...i ......... .. <br /> ... <br /> .._..: J�J::•:::::at::.;:::::. p1+' -' AND FRAME OPENING TO PROVIDE CLEARANCES H <br /> -ii:iilii}}:i:ixil:ii�:iii•:•i:..T' I tl •i:...�•9�� ® o ®RJ - - - BM1tp3 FOR UNOBSTRUCTED ACCESS. \ <br /> KIM <br /> :1::::• Vmc wilTP <br /> jZ DI <br /> :•.,:• <br /> pr InIG y <br /> ::. <br /> ry <br /> ® RIDGE RJ RJ r' RJ ::::•.r- :•:.:• 9 TP <br /> ® I ® ® i RIDGE q... .... ....- ......... <br /> 7ry--, ry ® 'M:'. ::'''::::'':::....':::'::':::': ::' <br /> .............:: 6V1 <br /> T:I 1:12 A� O <br /> 26'O"PRE-ENGINEERED COMMON o Award Winning Designs by <br /> j d TRUSSES 0 24"O.O. <br /> v, ) <br /> l J® ®RJ I <br /> i <br /> l <br /> ;c GABLE END <br /> ROOF FRAMING NOTES: <br /> CONTRACTOR NOIS DME510N5 dROOr FRAMI/yG PLA/1 RORT COSTRUGTIOR <br /> z. ALL BEA a HEADERS TO BE axlo vFa<2 uJ4o. <br /> SCALE I/4"= I'-O" MSS. PROVIDE VENT BLOGKWG OVER SUPPORTS. jm C DC�7 <br /> 4. BEARIN6 WALLS ARE EXTERIOR. I4I37 I05d A-NE <br /> 5. ALL TR1,55E5, Kirkland Wallington 98034 <br /> a SHALL BE STAMPED BY AN ENGINEER LICENSED IN THE 425-82I-75I8 <br /> STATE OF WA6HIN6TON, jell.miller®jvLwasultiagdrsign.wm <br /> a SHALL BE INSTALLED F BRACED TO <br /> ^- ENSINEER5 5PECIFIGATION5 www.jmcoastilringdtsigncom <br /> a SHALL HAVE DESIGN DETAILS F ORAWINSS ON 517E ROOF FRAMING <br /> FOR FRAMING INSPECTION <br /> s SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING <br /> DEPARiMBNT APPROVAL OF ENGINEERING CALCULATIONS <br /> 6. INSTALL SHEAR WALLS d/0R 5LOCKIN6 IN ROOF STRUCTURE CITY OF FVERET s <br /> BEFORE INSTALLI116 FINISH ROOFING, REVIEVVED FOR PERMIT <br /> A-3 <br /> T. SEE SHEET"CVR'FOR ADDITIONAL NOTES. <br />
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