|
DEPARThCRT OF COM11l1NITY DGVELOPMCNT
<br />BUILOI�;G OTVISION
<br />RESIDEfCE PLdH CORAECTION SIIGG2
<br />1973 u.a.c.
<br />, .:icr
<br />lob Addre�s �
<br />'��.�i Check --�� _ �
<br />:..i�ation
<br />�:,�n Check Fcc
<br />Pcrmit Fcc
<br />�:rections c6ecked bclov are pirt of the plans and shall rematn
<br />r.�ched tu tF.e approocd seC oF plans. Thr approval of plans and
<br />:���itieacions dous not permit Che violation oE any section of tho
<br />nifor.n putldinq Code, o: other City Ordinance oc Stnce Lav. Tho
<br />:1loving corrections au indicated will be complicd wlth.
<br />Foof Fra�;nq, poof 6 A[[ic5
<br />_ 1. Trussc; ehall Ge dc�lgaed by a regiacomd Wa�hin9ton Stato
<br />En9ineer. ':ruases shall bc fabricated from only thono
<br />Oesiqna. Submlt design !o Ouildinq OcpartmenC.
<br />_ Z. When the roof pitch iu iesc than 3 and 12, ri�lge� hips and
<br />vallcy3 shall be deslgned as hcum�. Sr.ction 251d (g� 1.
<br />_ 3. Rafter [Se� .^.hall bc Snntalled a minimum of A' on center
<br />w�t;crc cciling joists and raftera aro not p�rallcl. Scction
<br />2i18 (9) A.
<br />_ �. CurlSns may be installed to reducc rattcr span and shall ba
<br />GraceG to benring wall or bcame only, (not ceflln9 jo1xG�).
<br />7he purlin shall bc no smallcr tlmn the raCtcr it eupporFu.
<br />Mininum braces 2' x 4'� maximura slopes on braces 45.
<br />Seetion 2518 (g) 5.
<br />_ 5. Coaoosi[icn shingles shall be epplied to r.olid shcathed
<br />raofs. Covcred vith 151 fclt undcrlay. Dlinimum 4 and 1Y
<br />yitch required. Section 3203 (d) 4.
<br />_ 6 Shake roof requires 30t interweave wich a pltch of not less
<br />[han q and 12. Vallcy flaching ehall havc a splash divertcr
<br />rib not le.s than 1" high. Section ]:03 (d) B.
<br />. 7. Fttic accecs 22^ x 70" Nith a mi��imum hcadroom cicaranca of
<br />30". Section 3205 (a).
<br />. 5. Cross attic ventilation required at 1/150 of the uttle area
<br />or at 1/3G0 of thc attic arca if y is in tho sofflt and Se'
<br />y a6ove ihe plate line. SecGion 3205 (c).
<br />�. Ply�;ood roof sheathing shall 6e bcnded r+ith ex[erior or Sn[or-
<br />medintc qlue. (Also seo Section 2517.(L).
<br />Fr�m� . . _ _.__ _
<br />10. Tdcqua[c inehor�qc e( [hc roof ar Lc,im> to columne o: �,.ill�,
<br />nn�l ol' w.illn anil colw;.na to a.hn Cowtd��tion to rr::!a: ce. C tur:"
<br />lnq� upliCt .�n� uli.liuq. uhal] 1�..• pruv.Jr�i !n .LL1 ¢,icca�. �
<br />Seetion 2308 (e).
<br />:1. hll cclumn and �
<br />columr, ar Post support3 shall be designed to hold che
<br />fcom deterior�[ionuLeY7Uiroaftn�ios and [o p�etect its haeo
<br />located ln eravl epacee. Section 2517rnitted under yo�in �.
<br />(cl �.
<br />� 12, k'irc ctnp, r,�;a71 6c provided to cuC o:E all concr,�lr:d c]r�f[
<br />_� opc�inq�, buth vcrtic.�l �ic7 horimncal. anu fona an uL'eccivc
<br />bazricr betx•cen storico, and butwcur a top sco:p ,m; roof
<br />spacc. Sr.ction 2>17 (E),
<br />_ 13. Jeists under,hcarin9 partitions shall be doubled. Joiac
<br />fiamed in[o the .idc o: : vooL g:rdrr shall be supporeed by
<br />framing anchocs, usin9 only nails designed :or use aith fra:.ir.g
<br />anchnts, JpisL nhall be cupported laterally at the ends and
<br />� a! cuch tupporC. Section 2518 (d) 3.
<br />_ 14. Dcaring partitionc perpendicular to oi�t shall r�ot te offscc
<br />fron suppor[ g(i'��r„ vallc or partiGions c:orc than [hc joi.;� -
<br />depth. SecGion 2516 (�) 5,
<br />_ 15. 6tu�s rhall bc capped vitn doublr! top plates installed to pro-
<br />vide overinpping at cocnerc and a[ inceracctions v!t;i 6caring
<br />partitions. End join[a in double plates shall bc oifsec ot
<br />lcact 40". Section 2518 (f) q. �
<br />_ 16. nll exterior v�ll, aad main cross stud partltionr. stall be
<br />efEectively and thoroughly braced at eaeh end, ar.d ae leae[
<br />evcry 25 fcet. Ser.�ion (f) 5. '
<br />i
<br />_ 17. dll openings !n bmring willc shall bc provided �.�ich he,ice:s.
<br />Iicadcrn sh�ll have at lcast a 2" continuoua tcaring co cnc
<br />floor or botton plate. Sectlon 2510 (f) 7,
<br />Foundation
<br />��,,-_� 1B. Cravl space under floore ehall 6e at least 19", a ninii=�n of
<br />1'2"-CO-$Of£OM'b��jg��-Un�ot flooF ared�sh,lll be�prGvided� ,
<br />'4riii a manamwn o�TB x I4" acces� craul hole. Sec[ion
<br />. . 3517 (c) 3. .
<br />� 19. All wood in conWct with concrc[c or�n�sonary shali tc precr.u:c
<br />treated Wood af any species, fou�dation gr�du eedar e: red�.;uod,
<br />all marked or branded by an approved aqency, Section 7i17
<br />(c) J.
<br />n 20• f4intmun foundaCien ven[llation 15 s�uire fcet for cach 25
<br />lineal fecC of extcrior w�ll, arran,a; as ro form croc, ven-
<br />tilation. Openinge to be coverrd with n carrosion recistant
<br />wire mc�h of not lese than �y^ nor mote than y^ openinge.
<br />Sec[ion 2517 (c) 5, .
<br />._ 21. Foundation platee chall he anchored with not lesa than y^
<br />6olts embeded �t least 7" :.nd spaced not more thon 6' aporp,
<br />io�catea��viehin 1'moflen� of eachlpiece� p5ectton12gpj holt
<br />IeI.
<br />� 72• �laxinun bacY,fill allowed for aall thicY.nrnc 6 inch wall -
<br />5 feet� e inch wall - 7 Feet� 30 inch w•ull - 9 feet.
<br />Sec[ion 29p7 (f),
<br />_ 23. The toundatlon plate shall be 6" ahove grada. Tablo 79-n,
<br />1 story - 6" nininum w�ll - 6" x12" footing - 18" helow Si�do,
<br />-- , 2 ctory - 8" minimur� vall - 7" x 15° footing- 1C" below grado,
<br />3 ctory -30" minimun �uall - 8" x 1B" footlii9- �q^ bolow grado,
<br />[4a^onary Vr� �
<br />_� Y-0. �rick venccr chall Eupport. no load othcr than Ses o� Weight
<br />�nd the vertical Pnad Wulght ot the veneor abovo. Sectton 3004
<br />(u).
<br />T 25. 3rick veneer shall have a 1" air space, flachinq nt baso, 7��.
<br />round weepholoe, 32" on center� 15h aiel[,-�fies 1 for-each 1
<br />'�� square fee0. SectSon J006 fa),
<br />
|