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<br /> • ' � - Plan Coi:reci:iou �hceL . Plan Chco1: No.•�5-271
<br /> Owner. ��rald Dollarhide Use Offices � '
<br /> Contractor U�e %oning ;,
<br /> Arctti.tect Viqil & Bradbury Firc 7onc 3
<br /> Job 5itc Addr.c�ss 1520 Rroadwav Occura»cy Group p-7 :i
<br /> Type oi Consl:ruction V-*I Occupant Load 72 .
<br /> • In response to your application for a percnit, your plans and :pecificztion,
<br /> have been exacnined and you are advi�ed that the is�uance of: a permit i.s
<br /> with!icld for L•ir� reasp�is hereinaf.tcr set forth. NOTE CnREFULLY: An:,wer
<br /> qucstions and maY.c eapl.anations IIY CORRL•'CTI2:G ORI6I1�1I, PLANS , and new rlans
<br /> Submittcd to t:he Departnent of IIui.lding and I,�spectiai. (TIl]'S SllEE'P G7US'P .
<br /> $E RF:TOii`:ED (4I7'H OkIGINI�L PLt1NS AND SPECIPICAY'IONPi OR '1'iiEY Y71LL IIE PILP.D
<br /> AS tv�F; IIGSINES.S'.) . , ' •
<br /> '. No. Uniform IIuilding Code 1973 �dition INSP. ' CODE APPROVED
<br /> . • � SECT. INITII�LS
<br /> � . : , . :.. - • >'.L'
<br /> • ' :7,'. t9alls� and� ceilings o£ corridors.shaZl 'be • - ��
<br /> of' one-hour fire-resistive. consfruction., .
<br /> An arch�.tectural"section. through. the . ,' ' � •. `��'
<br /> corridor, is necessary co deternine how �� '� r;..
<br /> this is accoinplished . " , K.C. 3304 (g) •
<br /> . . , •:
<br /> �2. Interior� openimgs. into corridors sha31 be �.
<br /> ,� protected. . " : , , ;_. K.C. 3309 (h) ` ; -,
<br /> : 3'. Vertical•.distances between stairway land- '?v
<br /> , • • i,ngs are limited to�12-€eetr . K.C. ._ 3305 (h) ' . ;;.
<br /> _ ' 9. Minumum heig:�t•: 'of,guard'rails on landings �� �;
<br /> . ` shal.l�.be A2". � � . , �. . . . - K.C. 1714 , !
<br /> - . ,, • {
<br /> •. 5: The space between wood floqr. cor�'struction �`-'
<br /> and a suspend�rY ceiling� below'.should be . �
<br /> divided into. areas not exceeding 1; 000 ' '
<br /> . square' feet. • . : , ' K.C. 2517 (e)
<br /> �;,
<br /> .�.6� Attics of cbmbustible �material should be , • , ,
<br /> � divided into areas not exceeding• 3,000 . " �}
<br /> square feet: . � - . . • K.C. 3205 (b) : =
<br /> . . ,i
<br /> . >;.
<br /> • � °.7. Justifying calculations .and details shouT • , � s.
<br /> ' be provided for design bf truss joists.� � �';
<br /> ' This shail include all 1i've and dead ;�. . •. . `;
<br /> � ' ioads. .. . . J.J: . ;�;
<br /> � '.8: Roofs shall be. designedr.for snow ldads • ' , '
<br /> ' � of five pounds per squaYe foot p1u5 20 • '
<br /> ,c;
<br /> , - pounds per square foot as set forth in . � ' . >
<br /> . Section 2309 ._ .• . , J.J. 2304 , ' '
<br /> , . : ' . :;
<br /> • 9.' ' Submi£ calculations sfio�aing 'the adaquancy .
<br /> of the truss joists to. supoort all loads.
<br /> " • (Floor loads should consia'er a 20 'pound
<br /> • . � per square foot partition load. • : ' J.a. 2302 (b) .
<br /> 10. Submit compl'ete'.mechanical plaris and " .
<br /> ' - , specifications. . ' K.C. 301 (c) .
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<br /> wlll hc� com��l ii�ri wiCh ` ._ llute
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