Laserfiche WebLink
�.�.I'I � . i.��. -�.. .� i <br />D1:L'i'�1<7'PlliN'i' iii' ('i)i�1f:;i1�1.'I•:� l;l{Viil,:ll'1��71i1�'1` <br />13U11,ll.l:IV� U].V1:.1.OIJ <br />• k'lan Coi-r.eci:ion "�hcet: Plan Checl: No. 75-��$ <br />OwncY Dr. R. S. McCord Use Offices & I�partment:; <br />ContracCor Use %otiin9 R-4 <br />Atctti.t�ct Iioward W. Plattson FiLc 7onc 3 <br />Job Sitc Addr.cas:; 3901 Rucker Occupancy Grou�� F-2 & li <br />Typc ot Consh.ruction V-;1 OccuV�nt l�oa3i7 (total) <br />In response �o your apPl.i.cation for a permit, your plans an�i ;peciLicntion, <br />have been exarnined a�d you are adv.i�ed that the isauance of: a per�.ii t'.� <br />withheld for Clr� rea�ais hereinaf.tcr set £orCh. NOTC CARrPULLY: An:>�:er. <br />questions and maY.c exp).��nations 13Y CORRL•'CTING ORIGII�AL PLANS, and new rlans <br />submitted to ihe Depart:mant of IIui.lding ur.d Inspection. (TUSS SIIBE,'P C;U6'P. <br />BE RF,TUR\ED N77'F? OFtIGI[�7AL PLANS 71ND SPECIPIC7ITIUNS OR THCY 'i4ILL IIE :?IL1;D <br />AS N�F7 fsGSINGSS. ) <br />No. I Uniform lluilding Code 1973 �dition � INSP. I' COD� I APPP.OVJ,D <br />SECT. INITIALS <br />13 <br />14. <br />15.` <br />'16�. <br />17. <br />S 8 .'- <br />19. <br />Stair riser's.can'be no more thah 7?". <br />Treads,must.be.a minimum of 10". �.StaiY- <br />way.from pazYipg does not`;comply. <br />Special�inspection'required of concrete <br />where �design'is based an compresive <br />strength in excess oi '2,000 PSI.. The <br />owner shall.Ketain a special inspector • <br />o'r agency�as approve$"by this department <br />for this �oork. The inspector shall. <br />submit inspection and�fest"'reports to'�� <br />this depaatment immediately•after each <br />inspection or.test.. '. • <br />Spec.ial inspection is reqnired bn a�l <br />structural welding. These_insoections <br />shall also be'cione by a.special inspector <br />nr agency and'a.11 reports shall be <br />iurnished this deoArtment imr,iediately' . <br />after each in5Pection. <br />Show dn plan aTl roof nailing..' - <br />I'urnish a sehedule of nailing on the plan <br />in compliance with table 25-P or show all <br />nailing at all -connections. ' � <br />Ploor.live loads in offices are required <br />to be designed to suppor't 20 PSF�in <br />addition to those loads.set forth in <br />table 23-n , <br />Review the strucl-ural design for sizing <br />of floor beams selative to increased floo <br />loading'of 20.PSP. •Appears that they may <br />be over st'ressed: Floor.joists appear <br />to be o.k. <br />MaY.e all corrections as indicated.in� <br />red on plans. • <br />J.J. 3305(c) <br />J.J. 3305(c) <br />J.J. � 305(aj <br />J.J. 305(a) <br />J.J. <br />J.J. <br />J.J. 2302(b) <br />J.J. � <br />J.J. � . <br />u <br />Corri•�t:ions �i � ,� � �ve i cclic;�t:ed ' <br />wil.l hc �'om��lied wiCh ll�atC <br />- ---Oiiiicr cnr� Ai:l:liori •r.<•cl Arycnt• <br />P.aqt: _2 _ t�f 2 --- <br />:� <br />' <br />r <br />:� <br />•, <br />•`T' <br />. � <br />. •r • .. <br />