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oo <br />B <br />C <br />PA@ 2 <br />4) TDRTZOIIXAL DIAPHRMTG ( roofs and floors ) <br />A <br />B <br />C <br />DIAPERAO{ TIES - SiatisfacLory diaphragm ties \^rere rot in place.llrey will need to be installed p". tfr" Santa Ana Oo<ie requirenrents.Lerlqer bol-ts wilt need to be te;ted. Ttreir size ana spacinq wifalso need revie*r. <br />DBFERAG}! tgtrERIAL - The rof is sheatherl r*itl. lx straightsheathing. rt courd only be reviared frcrn a snarr attic acc-esstrole. Ttris w.ill need to be rewier,re<i fi_rrther in-tfre tieta. thesystsn cbserval is very poor arxl rnay need upgradirrr. It trasalso rDted that tie rof is leaking i., serr"ijl ,r"as. The florsconstructidl could not be reviewed, it can be revierarcrl at the saIIEtime the roof is revieue<1. <br />Ldm & EAS.IER CEIIJIIG -.Areas of the top level stroued sigrnsof water danage. Ihe ceilirg wilt neeri t Ue ctrecXerf forcunpliqnce t the S ta Ang Cale. Ttre ceil_ing may have to be opJ^,cobased cn the firrlirgs of that check. <br />qcl9t - RBfLer sizert, floor joj.sr sizes, beams andother horlzontal supporl rrEnbers ooul.d not be reviered due tor_].mr-ted access. They nlay need upgradi_nq if fou.rd <iefe_(-_tive orstructurally urrsoufil. <br />IIIIERfG. IIALIS - rrere constnrcted of ww, strxls w1t-1. lath arxiplaster. ltle placenE.rt of these vralls afpear to be raryton. itis assuned tlrat they do not stack with the rr"f f . "t6r"' ii'Lfc"r. <br />FRC[ff ELE1/ATIOIiI - Ttre front of the buildinq is an oIEn storefront. <br />. <br />Lateral bracirg of steel or concrete will nost likelybe reguired. there is a rsrDte chance that a c-\)ncrete frame nralaalready exisC. This will negl to E-revieued r^hen totat accesscan be made. <br />D.