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<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
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<br /> Q M o 6. For structural framing sizes, bottom of deck and top of steel � �
<br /> _ elevations, see plans.
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<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.
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<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��;� ���
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<br /> 18" 5-3/4" DIA. 3/8 1/4 3. Use larger plates and welds where required by brace frame � s -�
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<br /> 21" 6-1" DIA. 1/2 5/16 4. d = bolt diameter. p � � � _��-��"-Z.1-"���.� �
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