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MAY-11-2606 15=48 ULTEIG MPLS 7635711168 P.02
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<br /> �STaUCTURAL REVIE1af QF TH� RC10F A1�D GEILdNG FRAh4IlYG F't]�t TNE REMOVAL OF AN
<br /> INTERIDR WAL.L, COPVSTRUGTI�N IS T� �E D�NE IM ACCOl2DANCE WITH tHESE DRAWING�
<br /> AND STAND�RD INDUSTRY PR�CTIC�,
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<br /> 1. THIS D�CUMEP�T Ai'PLIES TO STRUCTl1RA�. ONLY. REFER T� A�CFdITEGTURAL
<br /> DRAVINGS F�I@ Ml�RE INFORPTATYON,
<br /> 2. A SIT� VISIT VAS PERF�R�f�D BY NEIL GRpON, P.E., Q� ULTEIG ENGIPJEERS �N
<br /> 5/8/06. TF9E aNSPECYYdN l�/AS CON�UCT�D WITH�UT THE 12£M�VAL QF �INISHED
<br /> MATERIALS,
<br /> 3, THE CONTRACTOR IS T❑ VERIFY ALL CdNDITY�NS AND DIMENSY�NS SH�WN PRI�R TQ
<br /> STARTING WpRK�
<br /> 4, TEMP�RARY SUPPORT �� THE R��F FRAMING IS THE RESPONSI�YLITY ❑F THE
<br /> GENERAL GOPt�RAGT�R�
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<br /> GLU-LAht - ARCNITECTURAL GRADE 24�-V5 SP/S� BA��4NCED O!2 BETTE�t�
<br /> DIMENSIDNAL �IJiMB�R — SPF�2 CtR B�T7�R
<br /> C�NCRETE FOOTIPIGS — 2500 PSI @ 2� DAYS T' <. .=.- ;` -
<br /> R�iMFaRCING — �4 BARS ASTM A615 GRAAE 40 ✓ �
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<br /> 2003 MINNESBTA STATE BUILDYNG COD�
<br /> w/ AMEBdDED 2000 IRC
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<br /> LIVE L�AD: 35 PSF SN�W ¢ 20 PSf DRI�T - �
<br /> DEAD lOAD� 15 PSF R��F
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