2210 HOWARD AVE 2016-01-01 MF Import

, _. _-,Y ,._�-_ _._ � . _ 12. Ficc stopa shall bc provided to cut oEf all conccaled draft . � openin9s, bo[h vertical and horizontal, and forn an effcctive � 'DEPARTMENP OF C0;1^IUNITY �CVELOPNENT barrier bctx•cen storicc, and betwcen a top sCory and roof BUILDIFG OIVISION --- �P��e. Sec[ian 2577 (E). AESIDEtICE PI..1N WRAECTION SIIGCT 13. Joict� undCL beaLin �ititions shall he doubled. Joi�t 1973 U.D.C. � framed into the side of a vood giz��r sh;.11 b_ supporec3 by � � � � � framing anchors, using only nails �esigned for use wich frar..irg anchorn. .Toist chall 6e suppozted latcrally at the crds and U,�cr . � i' � � �.� , _ = � at each su . _ _ _ pport. � &ection 2518 (d) 3. Job Tddress - � '--- ' � Plan Check � � . _ 14. ocarin9 partitions perpendicular to ]oist ehnll r�ot t�e o:fsct _��_ fron eupport girdcrF� walls or paztitlons more ehan t!m jo;sc Valua[ion Permit Fce � depth. Section 2518 (d) 5. Plan Ch..ck Fee � ` 15. Stud� �ehall be capped wi[n double top plates installed co pro- vide ocerlappin9 at corners and at inCersections vith bcaring Corrections ehecked 'uelov are part oF the pluns and chall rematn � partitions. Etld joints tn dou''1e plates shall be eCfsec a[ atcached to thc �pprov_d set of plans. The apnxoval ot plans and lcast 48". Section 2518 (f) 4. � � tpecifications does not permi[ the viulation oE any seetion of tha � . Ilniform DuLlding Code, br other Clty Ordinance or Stace Law. The � 16. .qll exterior •�alls and main crocs stud pareitions shill be folloving eorrectionn as indiented vill be complied wlth. ' - eEfectively :.nd thoroughly braced at each end, and a: leact . , every 25 fe��t. Section (f) .5. AaoE FY�^inG. Aoof 6 Attics � � 17. All openings in 6earing walls shall be provided with hcodcr,. yV,r 1. Trusses shall bo dcalaned by a registered Wnahinyton Stqtn Neadcrs stall have at lcast a 2" conttnuous. beariny co.thc Engineec. Trusses shall be Eabricated from only thcoa , �I Eloor or 6ottam p15te. Section 2518 (f) 7. Dc�igns. Submtt design Co Ouilding DepartmenG. i _ 2. Whca thc roof pitch ie lesc than 3 and 12, rldgc, hips and Foundation � � valleys shall 6e designed ns beams. Section 2518 (g) 1. ! � v' 18. Crawl space under floors shall 6e at least 18", a mininum of _ 3. Rafter ties shall bc installed a minimum of 4' on center �r -k2'��tv hottom-uf girdr�tlndcr-f}aorvr^a-stra-li-. Sc-provided w•herc ceiling ioists and ratters are no[ parallel. SecUon , � �wi�thb-mi-nimemvf-iB�c-qq" access czawl hcle. Sec[ion 2i18 (9) 4. 2517 (cl 2. � _ 1. Purlins may be installed to reduce rafter span and uhall 60 ).9, All wood in conWct with concrete or nnsc.ia�:y shal: te pressurc braceG to tenring wall or bcams only, (nc[ cei:ing joiete). � � -' treatcd voo3 of any specics, foundation grrde cedav or red•.uod, The purlin cliall be no emaller than the rafter it supporta. . all marked or branded hy an approved' agenc��. Section 2517 Nininum bracec 2' x 4', maximum clopes on b::aces I5, � � (C) 3. � Seetion 2518 (g) 5. ! . 5. Conoosition shinqles shall 6e applicd to aolid sheathed � �y� �0. NinSmun fmn�.dation ventilation 15 square feet for cach 25 rooFs. Covered vi[h 15t felt un�crlay. Minimum 4 and 17 j lineal fcec of extcrior wa;l, arran9ed as [o fo..� cross ven- pitch required. Section 3203 (d) �. I . tilabion. Opznings to be covered with a corrosion �ecistant wirc mesh of not less than y" nor nore than 4" openinga,. _ 6 fhake roof requires 30i interweave with a pitch of nat lese _, Sectlon 2517 fc) fi. � than C and 12. Valley flashing shall have a eplash dlverter � ' rib not less than 1" hi9h. Seetion 320] Id) 8. � � _ 21. Founda[ion pla[es �hall be anchored aith not les� tlan 4• hol:s enibeded at least 7" and cpaced not nore ehan 6' ap�rt. � 7. Attic access 22" x ]0" with a ninimum headrnom cleaianco of ' There shall be a mininun of 2 bolts per piece, vith 1 bolt JO". Section 3]OS ;a). ' , located within 1' of end of each plece. Section ]907 (�_). 8. Cioss at[ic ventilation ce�uired at 1/150 of the attic uraa � _ �Z• h��ximum b..ekfil: allowed for aall thicknesa 6 inch wall - - or at 1/300 oE che attic arca iE y is in tho eoFfit and Se � 5 feett b inch wall - 7 feet� 10 inch wall - 9 feet. . y alwve the plato llne. Section ]205 (cl. � Section 2907 (f). _ 9. Plyi:ood coof eheathinq ehall be bonded vith oxterlar or Sntac- � _ z3. The found��ion plate shall Se 6" a6ove grad�. Table 29-n. mediate glue. (Also cea Section 2517 (11. � - � 1 story - 6" nlnimun wall - 6" x12" footing - 18" belov qrada. - • - �--�- --. . .__ ; 7 story - 8" minimum wall - 7" x 15" faoting- ]C" helow grade. FYamin3 7 story -10" minimum vall - B" x 18" footlnq- 24" belov qrado. � 30. Tdc�uatc anchar�qc oF Chc roof or bc�mo io coluamx c: valls, !daconn[Y Venccr and of v,lls and colur.,ns io thc found:itlon ta tcsie: ov.s tur^- ' inq, uylit[ and eli�in�. u-Lall bo provi.:cd ln all r,�e�•o. � Section 330� (e). � �T 24. �rick veneer shall cupport no load other than ite o�m veight and the vectleal dead weighC of the ycneer a6ovo. secCion 3004 � 11. All column and post supporta �hall he designed co hold the �, (�1. • . _ column or poet sec�rely ln pasition and to prccect ihs 6aso � � - fcom deterloraclon. t90 coefing ic permitted undec pooea . y'r_zs. ari�;c veneer shall have a 1" air cpace, flanhinq at baso, 3/8" located Sn ��.avl spicee. Section 2517 (c) C. � zound weepholec, ]7^ on center, 15Y felt, ties 1 For each 2 �"- --� - � � .- _;�_� squatc fcet. Section 3006 (a). ♦