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<br /> TYPICAL DETAIL NOTES pD
<br /> EMBED. PLATE 3/8x8x0'-8" 5/16 CONCRETE WALL �
<br /> American Property Development,Inc.
<br /> WITH 4- 3/4" DIA.x6" NELSON 3� _ 2 �/2" CONCRETE WALL T�/pICaI D@tall NOt@S. 110110thAvenueNEsuite550
<br /> STUDS AT 5" OC. CENTER OF EMBED PLATE _;. , � Be��e�ue,wAssooa
<br /> �° Q AND BRACE �; a d ' 2" TYP.
<br /> 1/4x4" LONG KNIFE PLATE : a � : CONCRETE SLAB -„ �-„ : UNO CONCRETE SLAB 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> EACH END OF EACH BRACE � 1/4x4" LONG KNIFE PLATE 3 1/2" _. 6 1/2 (CONSULTANT'SLOGOANDADDRESS)
<br /> - e d EACH END OF EACH BRACE - 2. Architectural backgrounds are shown for reference only.
<br /> EMBED PLATE 3/8x12x1'-0" The dimensions shown apply to structural elements only. � ��C���
<br /> PIPE BRACE a °_, a_ - � a CENTER OF EMBED PIPE BRACE, SEE PLAN a � ,. � � d- WITH 4- 3/8" DIA.x6" For dimensions not shown, see architect of record submittal.
<br /> - � PLATEANDBRACE - ° � �� � � r� � E: � � ��� c
<br /> ` ° tr e - � - - ` tr -. -� � NELSON STUDS AT 8" OC. '
<br /> METAL PANEL, SEE NOTE 1 = - � METAL PANEL, SEE NOTE 1 ` - � 3. Contractor shall field veri existin structural conditions. If an 201 OISE IDAHO 837t04100
<br /> BELOW - - BELOW � g Y
<br /> _ � 4 discrepancies are found, contractor shall contact the Architect Phone (208) 342-7168
<br /> � �`.� : � — 3-SIDES and Structural En ineer before erForminry aIt@1'atlOn WOI'I(. LE JOB# 154191.00
<br /> g p y ALL STRUCTURAL DETAI�USED ON THIS
<br /> BRACE TO I �S �a a� BRACE TO �: I I 5/16 TYP. PLANARECOPYRIGHT(C) OFLOCHSA
<br /> PLATE,TYP. �/$ 2 ' PLATE,TYP. �/g 2 i E ANIY DETIAILSOAND CONCE TSES NO OF •
<br /> 4. For all top of footing, top of slab, and slab on grade construction� ACCEPTABLEWITHOUTWRITI'ENCONSENT
<br /> �� � � a° � � �� / � / I I � See fOUC�dat1011 plaC�. OFLOCHSAENGWEERINGOFIDAHO.
<br /> 1/8 CAP PLATE EACH � � � �- 1/8 CAP PLATE EACH � � � � r-
<br /> END OF BRACE �'- - - _ � � END OF BRACE `''- � � 5. Sub-grade material below slabs and footings shall be M� HE
<br /> � �is 3-12 �d `_ - _ � � ��a 3-12 constructed as indicated by geo-tech report. �`P oF ASN N
<br /> � � � ( M O P'�� �N� �
<br /> d' a. - � � -
<br /> � 6. For structural framing sizes, bottom of deck and top of steel �� �
<br /> � -, L2 1/2x2 1/2x3/16 LEDGER HSS6x6x3/8 AT EACH p
<br /> � ANGLE BETWEEN elevations, see lans.
<br /> s-sioEs INTERSECTING FRAMING 3-SIDES INTERSECTING FRAMING sT�
<br /> STEEL BEAM �is TVP. MEMBERS STEEL BEAM �is rYP. MEMBER 7. For floor deck size, attachment, span direction,and finish o � RA364EN � �� ,
<br /> floor elevations, see plans. FFS ���
<br /> L2 1/2x2 1/2x3/16 LEDGER S�ONAL EN
<br /> L2xZx3/16x3" LONG EACH , „ L2x2x3/16x3" LONG EACH 03-29-1 �
<br /> � EMBED. PLATE 3/8x12x1 -0 ANGLE BETWEEN EXP.01/07/202
<br /> SIDE OF INTERSECTING WITH 4- 3/4" DIA.x6" NELSON SIDE OF INTERSECTING INTERSECTING FRAMING 8. For typical bearing wall construction, see plans.
<br /> FRAMING STUDS AT 8" OC. AT EACH FRAMING MEMBERS Coordinate location with plans and architectural.
<br /> COPYRIGHT�2005, ALL RIGHTS RESERVED
<br /> STEEL BEAM INTERSECTING FRAMING STEEL BEAM 9. For interior and exterior wall finishes, see architectural.
<br /> MEMBER 1/4" CAP PLATE BUTT SUBMITTAL/REVISIONS
<br /> EACH WELDED TO COLUMN 10. For all typical construction details not shown on this sheet, # DATE DESCRIPTION
<br /> EMBED. ��g
<br /> TYP. ��$ see all "S5" series drawings.
<br /> NOTES: NOTES:
<br /> 1. For metal panel and attachment, see arch. plans. 1. For metal panel and attachment, see arch. plans. 11 . Coordinate all water proofing measures with architect.
<br /> 2. Concrete wall and slab reinforcing not shown for clarity. 2. Concrete wall and slab reinforcing not shown for clarity.
<br /> TYPICAL AWNING FRAMING AT CONCRETE WALL � TYPICAL AWNING FRAMING AT HANGING COLUMN 2
<br /> 3/4" = 1'-0" 3/4" = 1'-0"
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<br /> � °- -�°- -" - CONCRETE WALL
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<br /> 3/16 - o�
<br /> W W CONCRETE WALL, SEE ARCH. FOR EMBED.
<br /> Q cW WHERE OCCURS °a. a a � ,
<br /> � METAL PANEL, SEE � . AND BRACE ELEVATIONS
<br /> ARCH. PLANS FOR CAP PLATE ' PROVIDE 3/16" CAP . � -
<br /> PANEL INFORMATION PLATES AT EACH � a �- m - �- EMBED PLATE 3/8x8x0'-8"
<br /> AND ATTACHMENT L2x2x3/16x1 1/2 LONG - . . ,a d4 e- END OF BRACE _ � WITH 4- 3/4" DIA.x6" LONG
<br /> TOP AND BOTTOM � _ _. a__ ; NELSON STUDS AT EACH
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<br /> STEEL HSS BEAM a � ;<-�a a� ' ° _ _ - 3l16 2 BRACE '
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<br /> � � ` �° MATCH BEAM WIDTH �j e � °a� : a .:. �
<br /> LEDGER1/2x3/16 a_ ;. _a. _-�.� = �a - ° AT EACH BRACE / � �:� :; a - . N
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<br /> ANGLE LEDGER -°°° : -� ,'�°': Q a.�- 3/16 � / a � . `- -
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<br /> `- a��" e - - � �"� ' STANDING SEAM - �1
<br /> 1/8 3-12 _ °� '- e�a. - - /� � a.a, <. _ -_ a _ � ■ W
<br /> 3-s��Es . .. - - METAL ROOF, a4 � � �
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<br /> TYP. �is SEE ARCH. /�/ a . - -o -: Q � Z
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<br /> ANGLE 1 1/2x1 1/2x16 ���., /�/ / - . " -a e;� a:a � � O
<br /> STEEL BEAM STEEL CHANNEL BEAM GA.x CONT., CURVED , / �_ -_;, - (a (�
<br /> AS REQUIRED WITH I�j ° �- ; .a;_ `� � � Z
<br /> #10 SCREWS AT � ` � _ �
<br /> EACH HIGH FLUTE � aa a �_ � � (n
<br /> LEDGER AT BEAM 3 HSS AND CHANNEL BEAM AT CORNER 4 — ---- � t — — — — -- — -- — — — � = °n � S a
<br /> 6 d, �
<br /> 3" = 1'-0" 1 1/2" = 1'-0" �
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<br /> NOTCH DECK AT a � EMBED PLATE 3/8x8x0-8 (a �
<br /> STEEL ROOF � STEEL PLATE ` °�- WITH 4- 3/4" DIA.x6" w
<br /> DECK a _�A °o ° a LONG NELSON STUDS AT � O W
<br /> , L4x4x1/4xCONT., 5" OC., SPACE PLATES � � W
<br /> 3/16 i CURVED AS AT 4'-0" OC. MAX. w �
<br /> �. 1' - 6" REQUIRED � W
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<br /> m � STANDING SEAM STEEL BEAM, �
<br /> � 6" ' METAL ROOF
<br /> CURVED AS
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<br /> REQUIRED 3/16
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<br /> ' — �� STEEL DECK
<br /> � PLATEITO a ;`a, �a-e °a 1/4" CLOSURE ��\ �-
<br /> E, EMBED ��4 a _ . _ a PLATES � (�
<br /> � PLATE - �� "�
<br /> � _ — _ _ — _ — N CONTINUOUS 2�� �
<br /> � i � . _ . ° � BENT PLATE � 2"x16 GA. �
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<br /> � ', � ; -:a�p-_ ,aa .aab-, � '�, � CURVED CANOPY BRACE AT WALL/BEAM 5 Z E—
<br /> w �--J � � : ` � - ��\ � 1" = 1'-0" W W
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<br /> = STEEL BEAM - � ° �' O
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<br /> 3, �— 3/16" CAP PLATE - - �° — � z
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<br /> z 3/8x4x15 3/4" KNIFE PLATE � " a_:�' :aA° �is,, 3-�2 STEEL BEAM z
<br /> � EMBED PLATE 3/8x20x1'-0" °° - - a °� � 0 �
<br /> � WITH 6- 3/4" DIA.x6" NELSON o w
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<br /> � a STEEL BEAM AT CONCRETE WALL 6 CANOPY ROOF AT EDGE 7
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<br /> FULL SIZE=24z36
<br /> HALF SIZE=12x18
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