5810 COMMERCIAL AVE 2016-01-01 MF Import

Framin 11. Adequale anchoragu of [hu voof or bcams o columns or walls, _ Zp, Mininum foundatlon ventllatSon ly r.quare feet fai caeh 25 - and•af walle and eolumn� to the founda[Son [o resiet ovar turn- Iineal Ecec of exCecfo[ vall, arranged as to ter.n croca vrn- . Sng� uplift and alldln9� shall be provlded in all casee. tilation. Openin9s to be eovered vSth a corrosion re�ioWnt � SeeGion 3708 Ic). wire mech of nct 1¢ae [han �• �ar more than y' openin.�. '� Section 2517 (c) 6. 11. All columnPand post Fupports shall be designed to hoid the —Z1� Foundation,Plntes shall be anchored vi[h not lese tAan 5' i colwan or oe[ secur dy in poeltlon and [o protect S[s baee i ' [[om deterloration. 19U rwfing Ss pemitted undvr poate bol[a embeded �x lceat 7• end apaced mt nore thnn 6' apari. i loca[ed Sn cravl cpar,es. See[ion 1517 (c) 6. , There ehall bc a ninimun oE 2 bolta per plece, vith 1 bolt � IocatN Flthin 1' of end of eaeh piece. Scc[ion 3907 Ic). 17. Fire s[ops shall be provided io cut o[t all coneealed draEt — apeninge, boCh verticnl and horizontal, and form an effective 27, Maximum brekf111 alloved for vall thickness 6 ineh vall - Idrricr be[ween s[orics, and betwcen a top e[ory and [oof � 5 fcetz tl Sneh vall - ) [ce[i !0 Sneh wall - 9 fcet. epace. SeclSon 3517 If�. 3ection 3907 (1'). i1. Solats undcr bearin9 perti[ione ahall be doubled. Joiat � 23. The faundation platc shall be 6^ above grad¢. Tabla 29-n. Cramed Snto tho elde oE a vood glyde[ ahall bc eupported by 1 etory - 6" m.'.nimum wa!1 - 6' xl]' footing - 19' belov grado. fzeming enehoc¢, uaing only nails dceigned [or uac wlih Eraming eneM1oca. Solst ehall bc aupported latcrally at [ha ende and Z eiory - B" Ninimum wall - 7" x 15' footing- 18• bclov gradu. et each euppori. SecGion 3518 (d) 7. 7 etory -30' m�.nimum vali - 8' x 38• Cooting- 7<' bclov gradc. 1�. B¢ering partltions perp¢ndleular to joist shall not ba offset ' -- [rom �upporG gi[Garer well� or partlCion� moru chan tM1e joiet �eonery Vencec � dapth. Saetlon 751B (d) 5. I5. S[ude shall be capped ulth double mp pla[ea inaealled to pro- _ 2<• Otlek veneer shall auppor[ no load oiher thar. 1[e ovn velght — vlde ovcrlapping at eornera and at intcrocttlona wlth 6earing and the ve[ticnl dead w•¢ight oE !hn venccr �bove. Seetlon 7006 partl[Sone. End jotnts Sn double platea shall ba otfeot at (e�• , leaec /B'. Seetian 3518 (E) �. ]5. Brick v� cer shell have e 1" alt space, flashing a[ baae, 3/B^ 16. All extetlor walls and main erose e[ud perritione ehall bn cound uaepholen, 32" on center, 151 fol[, tice 1 for each 2 — . e[faciiv¢ly and choroughly bzaced et each endr and at least aquare fee[. Section 7006 (a). � ev:ry 35 [eet. Se<tion (q 5. 17. A11 opening� Sn beacing walle shall bo provlded with hcadore. General �— Neadera shall heva at leaet a 3" cantinmoe bearing !o Ghe tloor oc botton plate. Section 2518 1=) 7. _ 76. Separation froa thn housc [o the qaragc shall he o[ nateN ala . epproved Cor ]. hour Eice resistive tonsLrucclon applicd co thc garagc eide. Whcrc livinq a•ea ie abovc the garagn all suFPort- Foundation Sng membera ehall alao be eov•-eJ. 1B. Crawl npace under floare ahall be at lenet 18•, a minimwe oE 5/e• [ype 'x' gypswa vall board, foz walls and y^ tyFe 'a" gypnun wall board ahall bc ti9he flt[in9� 1 J/e' solid eoro, wlth ralf 17' io botiom of girder. Under Cloor arca shall�be provided cloeer. See[i�n 50J (dl. wlt� a minimum ot 18' z 2�' aeeesv ezawl hole. Section 2517 (c) 3. � 17• Gvety room used for slceping purpoaea shall have a[ lcas[ onc 19. All vaod in eontact vilh concreto or maeonary ehall bu windm+ or exherior door [or energeney ex1Y ar reecuc. A wlndcw prcesuca with a e111 hc(ght of lees [han 38", 5 fquerc feet of ar�-a, — treated wood of any epecie�. Eoundation qrrde eodar or redwaod, and �io dineneion lesa then 72 SncAea vill meeC thie reyw rec._o[. , •11 marked or branded by an epproved agnncy. Seciion 2517 Sectlon 1/04. (�) �• '