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I _ <br /> � STRUGTURAL TECNNOLOC�1' GONSULTANTS INC. <br /> 1821 GONVOT COURT, 9UITE �406, BAN DIEGO,GA 92111 PNONE f85b1418-24E'� FAX (8581218-]474 <br /> PRC�JEGT: CREO EXTERIOR,MERRILL CREEK P�'.RKI�dAY,EVERETT,WA SHEET: I OF 3 <br /> PROJ. NO.: 1220-41 DEBIGNER: DH DATE: 10-29-m8 <br /> CLIENT: GREO INDUSTRIAL ARTS <br /> CODE: 2006IBC: r.FNFaei N�7E�; <br /> WIND: Baefc Wfnd • 85 MPH 3 SEG CaUST � �EJ CONGRETE f':-25� PSI MIN. <br /> Expoeure . C Z, q�� q��INUM MEPIBERS GRADE 6Eyt-Tb. <br /> pESIGN WIND PRESSURE9: 8EE SHT. 1 3. SIGN GABINETRY SHALL BE FA6RICATEL IN THE <br /> WWD GOvEI�lS �pp pp qN APPROVED FABRIGATOR. <br /> Z�_��. 4. ALL WELDItw SHALL BE PEIYORMED B�' QUALIFIED <br /> WELDERS. <br /> � 2'-b' 5. HILTI KB-TZ PER ESR-19I'I. SPECIAL INSPEGTION <br /> �QUIRED. <br /> �"m� 6. GENERAL CONTRAGTOR SNALL FIELD VERIFT <br /> MAX. EXISTINCs CONDITIONS A� ADEQUATELY SUPPORTED <br /> AND CONNEGTED PRIOR TO INSTALLATION. <br /> l. PROVIDE ISOLATION OF DISSIMILAR MATERIALS <br /> INCLUDINCs A PROTEGTIVE COATING FOR ALL <br /> TU 3x3x��4 ALUMINUM TO BE IN CONTACT WIT�� CONC�TE. <br /> ALUM., TYP. ' � <br /> T�B <br /> o • � � CHcGK CONN.: <br /> lE)CONG � � Atrfb. = 2.5'x4.84' = I1.1 SQ-FT <br /> WL = @.Ix41.92 P.�F - 2ll <br /> W'`u� DL = 12.Ix10.00 P�' _ �21' <br /> �• Mwl = 2ll�icl.l5' = 485�-FT <br /> Mdl = 121�d.15' = 412�-FT <br /> Tmax = 485x12l1'x2 BOLTS . 112x14l7'x2 BOLTS <br /> a Tmax = 59l'/60LT <br /> Vmax � 2llxYll.12ix171 /4 = lb'/BOLT <br /> , _—� USE �6'4 NILTI KB-TZ W/ 2' MIN. EMBED. <br /> Ta II = 1054� QLC <br /> � <br /> SIGN PER MFR. �all e 1669• OK <br /> CHECIC TU 3x3x�G: <br /> ^ELEVATION 5 = 2.01 <br /> Fb = 1485.211Ac12R.01 * 4161 P51 <br /> �— Fb . 11000 P�I QLC <br /> I0' <br /> �. �. ,�. � (a-�U� <br /> � � �_ <br /> �oRrHc <br /> 9 i-- I/4 ��'�OF YMSry�yc���i� <br /> �I,� \i � �f \�. '+-F..- <br /> `Y � ,0 12509 � <br /> '�'F' 9(�, AE016tEpE� �F.4' <br /> �ij'xlm'x0'-10' ALUM. 12 FSS�ONAL EN�\ <br /> l4)- 3(,'0 HILTI ICB-TZ <br /> W/ 2' MIN. EMBED. <br /> C�CT 3 0 :_.J <br /> B � �� <br />