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_-� ____ _ . . . . _ ____ . _ _ _____ _ ______ _ __ <br /> 3" MAX. �,L�„ , <br /> 2d b 3" MAX. <br /> �v��y� <br /> 3" MAX. 2d A�S� A'S� TYPICAL DETAIL NOTES PD <br /> b SHEAR MIN. MIN. <br /> cUn z cUn ? PLATE <br /> Q � Q � <br /> _ O T�/(�ICaI D@tc'�II NOt2S. American Property Development,Inc. <br /> M _ O� �00 0 o I STI F F E N E R P LATE 3/$ 110110th Avenue NE suite 550 <br /> � �� Bellevue,WA 98004 <br /> � o �,., i i � TYPICAL UNLESS NOTED 1l4" TYP. 1. For structural design notes, see sheet S0.02 thru S0.06. <br /> �, � _ o i i o OR DETAILED OTHERWISE i <br /> � � I I � U Z (CONSULTANT'S LOGO AND ADDRESS) <br /> � ? Q � 3" MAX. r 2. Architectural backgrounds are shown for reference only. <br /> - i T he dimensions s hown app ly to s truc tura l e lemen ts on ly. �� <br /> a � sEE � � sEE sEE i 3�16 For dimensions not shown, see architect of record submittaL e -; �, ; ,-, � e ,� ; ;, �, <br /> SCHEDULE Q SCHEDULE SCHEDULE TYPICAL 201 N. Maple Grove Ste. 100 <br /> TYP. TYP. TYP. i 3/16 3. Contractor shall field verify existing structural conditions. If any BOISE IDAHO 83704 <br /> � discrepancies are found, contractor shall contact the Architect Phone(208) 342-7168 <br /> BEAM TO COLUMN FLANGE 2 SIDED BEAM TO BEAM 6" OR LESS CONNECTION and Structural En meerbeforey�erfiormin aIt@fat1011 WOI"I(. LEJOB# 154191.00 <br /> � � N � ALL STRUCTURAL DETAIL�USED ON THIS <br /> � PLAN ARE COPYRIGHT U OF LOCHSA <br /> ENGINEERING OF IDAHO.THE RE-USE OF <br /> 3�� MAX. 4. For all to of footin t� of slab and slab on rade construction ANYDETAILSANDCONCEPTSISNOT <br /> COLUMN k1 (+1/2��) �� p g� � � � � ACOFLOCHSAE G�INEERN OF D�AHOENT <br /> DISTANCE -0" 2d b U b EXTEND PLATE AS MAY BE SEE PLAN FOR see foundation plan. <br /> sEE Q � ___ REQ'D. FOR CONNECTIONS BEAM SIZE 5. Sub-grade material below slabs and footings shall be M� H F <br /> U z TYP'EDULE _ O constructed as indicated by geo-tech report. �?P oF AS� �� N <br /> cn � � a � - <br /> Q M o 6. For structural framing sizes, bottom of deck and top of steel � � <br /> _ elevations, see plans. <br /> c� o v z � <br /> c� o � � NOTE: �� 3548 � � <br /> 7. For floor deck size, attachment, span direction,and finish <br /> � z a SEE 1. Use larger plates and welds as may be req'd. by beam floor elevations, see plans. °'`Fss RA` EN�NG\�� <br /> SCHEDULE connection schedule. oN A� <br /> Q � � P R O V I D E P A R T I A L H E I G H T TYP. 0 3-2 9-1 <br /> PLATE TOP AND STIFF, ('t' TO MATCH 't' OF 8. For typical bearing wall construction, see plans. ExP.o,�o��zoz <br /> BOTTOM THICKNESS SHEAR PLATE), THIS SIDE, Coordinate location with plans and architectural. <br /> COPYRIGHT�2005, ALL RIGHTS RESERVED <br /> TO MATCH SHEAR WITH 6 BOLTS OR MORE <br /> PLATE THICKNESS 9. For interior and exterior wall finishes, see architectural. suBMiTTa�i REvisioNs <br /> BEAM TO COLUMN WEB SIDED BEAM TO BEAM STIFFENER PLATES 2 # DATE DESCRIPTION <br /> 10. For all typical construction details not shown on this sheet, <br /> NO SCALE see all "S5" series drawings. <br /> �o i i o 11. Coordinate all water proofing measures with architect. <br /> io Q io .-o-- io <br /> o io = io _ io o io <br /> : io 0 0 - o <br /> �o i i o <br /> _.. <br /> ; w. <br /> BEAM TO BEAM ALIGNMENTS : ? � �, ; �" � <br /> �'��-- --- �- �1��I�C��. <br /> ��� ...�, _ �� _�_ �=r _.. <br /> � � � ;�,� a �� <br /> BEAM CONNECTION SCHEDULE � � � �� � � � �� i` � ����� �� ���� �� ��� ��� � ?� <br /> -�-�' � ,�.. <br /> , ; �-__ � <br /> NOMINAL SHEAR SIZE OF ' " ' � <br /> ���, // � <br /> BOLT NO. s� , � ,�� ,; <br /> MEMBER qND SIZE PLATE FILLET � yF�� <br /> DEPTH "D" THICKNESS WELD _.,�i ' <br /> 8" - 10" 2-3/4" D IA. 3/8 1/4 <br /> 12" - 14" 3-3/4" D IA. 3/8 1/4 . . <br /> NOTES: �� ` �,,�'� � <br /> 16" 4-3/4" DIA. 3/8 1/4 1. All 3/4" dia. bolts shall be A325-N. All 1" dia. bolts shall be A490-N. ; � ° ' '`"'`" ` "�'�"µ; `�`.". � <br /> 2. Provide larger welds where may be required by AISC. ��6 - � �L�v� - , � - �E����x��;� ��� <br /> - ' �1�� <br /> 18" 5-3/4" DIA. 3/8 1/4 3. Use larger plates and welds where required by brace frame � s -� <br /> connections or other s ecific details. ; �! �� <br /> � <br /> 21" 6-1" DIA. 1/2 5/16 4. d = bolt diameter. p � � � _��-��"-Z.1-"���.� � <br /> � . <br /> 5. Use bshort slotted holes m one end of beam for field tolerances. � ,--- - - � <br /> ,,,- -- --- -- N <br /> �i��' l_ _ ..�� <br /> 24 7-1 DIA. 1/2 5/16 6. 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'�ie�gt'Y}t� �C)C��'��C?�l� �t��i��-� �'.�IUt�t`! e'��' #��t�� ��� 4��'c�f7� �..!a�1"�� �` �Ra,wNav <br /> � �.��k �n��c��c� �� �r��,.��� ���: AC <br /> > � �� .�� ;� � s�a���� :�� .... � ��t�� �� ` <br /> w <br /> SHEET NUMBER <br /> m �,�� <br /> � Q <br /> � n W BEAM TO W COLUMN RIGID CONNECTION 5 W BEAM TO TUBE COLUMN DETAIL 6 S �J . 2 � <br /> U 4� <br /> �� <br /> �1 O <br /> �ry NO SCALE NO SCALE <br /> N c'> <br /> FULL SIZE=24x36 <br /> HALF SIZE=12z18 <br />