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<br />,_ . ' � _ 12. F'_re stops sh�ll h� providcd to cc: ot` tl? cr_caled Lc..Ct -�
<br />� • ' � opcn3n9s, bo:h ��c_;Sc.�l aed hozizo. Wl� anu fo:a.an c::eeuvc
<br />�'LEPBR:KEFT OF Cny�U6IiY DLVEL07�:Eti: � �' � ' b�z=zier betxeen stcric�, and bo[ween a top s[o:y �nd roo:
<br />� ' �paec. Seetion 2517 (:).
<br />' BUSLDILu DIVISION � ^ ;-^ .-.._._. �
<br />. AESIDEY,CE PLAt! COaRcC:IOq 5}ILET - 13. Jois[c under.hcarin r:itions shall be Eoub:ed. �nE�t '
<br />1973 U.3.C. . . - 9 F� .
<br />�, I .' framed info'th.c sidc o: a+aoo3 �irder sha11 bc suppo::e3 by �
<br />fr�ming anchors, :sing anly nails de�igncrl for use �i[h :ra.-..'_r.g
<br />� • nnrho:s. doict chall 6e suppocted lar=rally at tEe ends and
<br />P.-�cr - �_ � � ' at cach support.� Feet.ion 2518 (d) 3.
<br />Job Addzc�5 _ � -' �
<br />- - � 14. ecarinq Fartition: pezpendieular to joic: e�all no[ be o'Eace ,
<br />Plan Check -- ' fron �up•por[ girdcrs, wallc or pa:ti[ions nore [h:.n tite joi;.e ,
<br />V13ua[ioa Permit Fcc -
<br />�' . dc�th. Seetion 2i18 (d) 5.
<br />Plan Cheek Fee ' 15. Studs shall be capped vitn doublP top plates ir.sWlled co p:o-
<br />,� - � .- vide overlappicy at corners and at inte:sections vitS bea:ir.g
<br />[osreetions cheeked below are P�rt oE tho plane and sh��ll remoin ,'� • . p�rtitions. I:nd joines in double plates shall 6e otfset ae ,
<br />at[aehed to the aFeroved eet of plans. Tho approval oF plana and �_ _ least 48". Srecion 2518 (f) 4.
<br />spceificacions dor.s not per.nit :hc violation of any see[ion oE.tha '
<br />Unifom 3uildin9 Codc, or othcr City Ordinaneo or ,.tatc Lav. Tho .. . � lfi. T11 extcrior vills and r..ain eross stuL partitior.s st.all tc .'
<br />fo11o��+Aig eorrections as indicaled Will he conplicd vith, - � . etfectively and thocoughty 6raced at each crd, and ac lcace n�
<br />�., every 25 fcet. Section (f) 5.
<br />Foof FTaainq, 9oof. L .lttics ' � ��
<br />�� I �� 17. TI1 openings in bmrinq walls shall be provided vie.� heade:s. ,
<br />;�. 1. Trusses shall Le dcaigned by a segieeered Na.hir,3a�.n SGato ' , „ iteadexa eh�ll hove at lease a 2" contiruous bearing to.ite
<br />Engineer. Trusses shall be fabricated fron only thece . - floor or bo[ton plaeo. Section 2518 (f) 7.
<br />Designn., Submtt design to ouilding �epaetr..ent. , ' � � � � � . . �
<br />2. When the roof pitch is lesc than 3 and 12, ridg��, hips �nd ,- �� , Foundation .
<br />� vallcyc shall ue designed ns beams. Seetion 2518 (g) 1.
<br />� ��� �18. Crawl cp�cc unLcr floora uhall bc at lc�st 18 ; a aininca n: '�
<br />J. P.after ties shall be ins[alled a r.ninimum of 4' on center �� � �.� ,�� 12" to bottom of gtrdcr. Undec floo� area shall be providcd
<br />- w�here ceiling joises nnd rafters arn not parallcl. Section ' �' vith a ninimum oE 18" x 24" access craWl hole. Sectton .
<br />3i18 (9) 4. � , 3517 (cI A � .
<br />!. Purllns nay be instal7ed to reduce rafher cpan and ehall 60 � � 19. .111 aood in conhcct vith concreee oY�na,onary chall Lc pre.su:e •
<br />- braeeL [0 6enring wall or 6eans only, (not eeiling jolcto). '�.. - t:ea[ed wood of any species, foundatlon gr�de eed�r o: reExoo3�
<br />4he purlin sliall 6c no snaller than tho r�Eter it suppotta. � . all narked or bcanded by an ap7zoved aqency. Section 7517
<br />Hinir.,w�n braces 2' x 4'� maxim�m slope. on bracee 45. � '� . � .(c1 3. �
<br />Seetion 2518 (q1 5. . � � .� � �
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<br />5. CoaoosiCicn shingles shall he applied.to eolid eheathed � . ! • _=0. Mlnimum foundation ventilation ly squcro feet for eacA 25
<br />� zoofs. Covered vith I51 f�lt un�erlay. Minimum < and 1P line�l teet of ex[erio- vall, ar:angod ns to Eorn crc�rs ven-
<br />pltch required. Seceion 3203 (d) 2. � ��• �;I . [ilation. openings to 6e covered wiah � corrosion cesistanY
<br />wirc mesh o: not lese than k" nor nure than �" openings.,
<br />!\ 6 Shake roof requires 30P interveave with a pitch oF not lces '�' '.;I �. Scttion 25:7 (c) 6.
<br />t'�an 4 and 12. Valley flashing shall have a splosh diverter 21. Foundation lates �hall be anchored with not les� chan 4•
<br />' zib noG less than 1" high. Seetion 3203 Id) 0. �� � I - bolts emSedcd at lea�t 7" and spaced not rore than 6' apnrt.��^
<br />• 7. d[ele eeeess 72' x JO" with a minimum headrooa clearanee af ��. �� :hare shall he a tr.inir,a� of P holts per piece, vich 1 bolt
<br />- ]0'. Section 3205 (a). . j . loc�ted Within 1' of end o: eaeh piece. Section 2907 (eI.
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<br />8. Cross attie ventila.ion zequlred aG 1/150 0_ [he a[tic area ��.� �' _ ZZ• 17axinun buY,fill allo�.•ed for vall thicY.necu 6 inch vall -
<br />- - or at 1/300 of the attic ama if y!s in eho soFfie ar.d is . � �� 5 fccy 8 inch wall - 7 feet� 10 inch wall - 9 feet.
<br />___. .__ k obovo tha pl�to line. Section 3705 (r.). . , � � See:ion 2907 (f).
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<br />_ 9. Ply:ood roof sheathinq ehall be bonded with exterior or intor- � _ Z3. The foundation platc chall be 6" above �rado. Tablc 29-A.
<br />� eedinte gluu. (111so seo SocGion 2517�(i). . . �� -� '��� 1 caory - 6' nlnimu.a vall - G" x12" footing - lA" bclov grade.
<br />'- � '� 2 ctor - B" mininum vall q- q;a2e.
<br />� � -�- � � ' --- �L - - Y - 7" x 15" footir 18' bclow
<br />Frnnin � � .- � 3 ctozy -30" minircm va11 - 8• x 10" footinq- 26' Lolov qrado.
<br />�, 30. ndcqua[c nnchor�pc ot Chu rooC or Ucomo to col�mnu or �:alla, ` .
<br />' nnd af wnllw .ind cnlunnu tn t.ha (omidntlon to ronlnt n�n c tiorn- � H.�nnnn:7 Vrnc�.r
<br />Sn,t. ��I,li[� ,ind ul�.11u�l. ul�.�.l bo p��uvidrd ln dll ada��u. �
<br />Seceion 270U (c). ' T 79. nriek vmcor chall eupport no load ohFcr thnn ite o•m vclyht
<br />und thc vcrtieal Qcad volghe of the venccr abovc. 5ection 3004
<br />� % 11. All eolssmn and post supporta shall 6e designed to hold tho . � . (aI• _,,.,
<br />eola�n or poet seeuzel y in pocition and co protect itt 6aso . ' --�•'�--�'" �
<br />fro:a daterioration. t70 roofing ls permieted undor ponta , � _ 25. Hrick venecr ehall have a 1" air epaco, £lacF.in� ai baso, 3/6'
<br />located Ln cr�wl spaces. Section 3517 (c) C. ,�� . � \ �. round weepholec, 32" on crater� 15� Eolt� tiee 1 fo: each i
<br />""-' � � . .._ ...- _.; . „_�� . . cquaeo feet. Seetian 3006 fal. . .
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