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HomeMy WebLinkAboutS6-402-FRAMING-DETAILS-Rev.0� , �a � 1'-0"xi'-0"xi" PLATES W / (4) 3/4" A325N m BOLTS K� T/ WALL ��REFER TO ARCH. � — HSS 6x2x31i6 (GALV.) � HSS 6x2x3/i6 (GALV.) — HSS 6x6xi14 � 8'-0" MAX (GALV_) 5/i6� — HSS 6b25x0.3�5x1'-0" (GALV.) � � s�is �B I DECK ,I EL=REF.TOPLAN .�.- �� � \ �� JOIST PER PLAN (BEVOND) SCREENWALL SECTION :rniF. �•=r_n. J 3/4"XS"XS" PLATE W ITH 2A325N BOLTS CENTERED VERTICALV ON PLATE WITH BOLT GAUGE TO MATCH COWMN 6EAM PER PLAN (BEVOND) m � \ m. — 3l4" PIN PLATE 5" COORDINATEHOLESIZE / � WITHCLEVISMANUFACTURER / — �� _____- il4 r 1/4 � ��- 304STAMLESSSTEELCLEVIS AXIAL LOAD = 24K (UNFACTORED) 1 25" 0 304 STAMLESS STEEL ROD AXIAL LOA� = 24K (UNFACTORE�) SEE ARCH FOR EDGE OF DECKING � - 24"INVERTEDSTRONGWELL SAFPLANK ,��� FIBERGLASSDECKINGSVSTEMWITH o,. 3" OF LIGHTWEIGHT CONCRETE FlLL �o' ��� — RODTOCHANNELCONNECTION , .. . BVEXTREN MANUFACTURER �{.. _ - _ j - _ �� (2)EXTREN50012X3X1/2CHANELS BACKTOBACKSPACED1il4"APPART -�-'�`FLOORBEAMS CHANNEL TO STEEL CONNECTION BY EXTREN MANUFACTUERER MAX SHEAR =18 KIPS (l1NFACTORED) MAXAXIAL= iSKIPS(UNFACTORED) RELEASED FOR CONSTRl1CTI0N SoefeC��°°°mo'iancewi1ha1rego1a°°^= LCONY HANGER DETAIL of Sla�e antl Local Codes 3l4"_ 1'-0" City of Carmel Y,:,,, w��:,��tiu�_.� DATE: OIIZZIZO �� 11 4 0" 'OST EA. SIDE OF IMG CENTERLINEOFCOLUMN - W 14x90 SCREENWALL AT OPENING SECTION USE 1554 GRADE 36ANCHOR BOLTS, UNO .- (4) 3l4" e ANCHOR BOLTS, EMBED 6" INTO CONCRETE — HSS 6x6, TYP. tf � ` � y r i: � � 51i6 � 41/2"41/2" PLATEil2'x12'xi'-0•' f / 6" 1 �• y 1SS 6x6 'LATE ilT' TOP OF PODIUM SLAB � 1/2" GROUT i � � � � SECTION LI�'F SCALE: 1"=1'-0" [:� n B• B• COLUMNS2EAND � /, 6" 6' 6" � ORIENTATION VARIES � � - � � � if`.:I ir-�l `"� CENTERLINEOFCOWMN —� � � � �� � ` . . �— � o � �I �. ) � 1 ,I I il�� . A � 2"THICKBASEPLATEPLATETOBE — ASTM A5�2 GR 50 ((y = 50 KSI)_ COLUMN TO ��..-�:'. 916 BASE PLATE PLAN VIEW E] 4 U2" 4 U2" / / O � STANDARDS2EBOLT O HOLES.LOCATEPER PLAN VIEW. �O� �� O .O �..I..,i �- VOID AREAS TO BE CUT OUT OF PLATE. TOP SETTING PLATE (4) PLi/4"x3"x3'-0". TACK W ELD TO BOLTS AFTER GROUP IS SQUARED UP. . STANDARDSIZEBOLT HOLES. LOCATE PER O PLAN VIEW. � � � � O O BOTTOM SETTING PLATES GUSSETTO � COLUMNAND ��4 BASEPLATE ffi � - 14/2" DIAMETER ASTM A449 GR 105 N'�.... � " HEADEDANCHORBOLTS.CAST-IN-PLACE. \ — .• — il4" THICK SETTING PLATES TOP AND BOTTOM. TOP - �� ' "' PLATE TO BE FLUSH WITH T/CONRETE SLAB. TACK ` ' ' WELDPLATESTOANCHORBOLTS.SEEABOVEFOR � — � ' � SETTINGPLATEGEOMETRIES. � � � \ � ? ` \ PODIUM COLUMN AND CAPITAL — � SECTION VIEW BRACED FRAME COLUMN BASE PLATE SCALE : 1•' = 1' 0•' USE 1554 GRADE 36 ANCHOR BOLTS. UNO REFER TO SECTION A1 ON 56-403 FOR ADDITIONAL INFORMATION NOT SHOWN �� I O� (2) 3l4"0 A325N BOLTS 5/i 6l EXTREN CHANNEL �� ' CONNECTION FROM BEAM TO CHANNEL BYCHANNELMANUFACTURER MAX SHEAR=B KIPS (UNFACTORED) TOP OF PODIUM SLAB � �� V10 'LATE i12•' VY' GROUT SECTION SECTION A4 S�A�E 3,4�-,-0� A6 S�A�E ,�-,_o� T/ WALL S � REFER TO ARCH. HSS 6x2x3/16 (GA W.) � �� HSS6x2x3/i6(GALV.) HSS 6x6x1/4 � 8'-0" MAX. (GALV.) HSS PER PLAN �' ...:..__! iia W F PER PLAN E:? � _ � 6/16 1 5" � N h � a HSS BEAM BEYOND. � �� MITERJOINT WITH STUBCANTREVER AND PJP WELD ALL AROUND HSSSTUBCANTILEVER � ' SECTION SCALt: i.'_1.U' February 1, 2019 - ISSUE FOR PERMIT THREADEDROD — WS (SEE PLAN) 11 ,- (4) 3/4" H ANGHOR BOLTS, EMBED 6" INTO CONCRETE W 10. TYP. � � `� � � \ O - �\ �o � ` . � 3" 3" .. / % / � PLATE 1/2"x12•'xi•_0•' 6• � _� / / � 1• 0•'xi• 0•'xi" PLATES W / (4) 3/4" A325N BOLTS HSS 6.625x0.3�5x1'-0" (GALV.) Sli6l ��_ ��S� + ♦ 1 V WQ�i3LRE C2T ���,E�.�� �.��.E��.���Eo�.,�.. 76351nteractive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E ��: C 1:3 a� � s � a O � 3 � 0 � O � �O � � � � �o � � ��, P c�F� e�'� e � � c �`��",_ n - � � t 'o'. / �phA 4,`�' OF �� i F� /JPIA E�a i �--+ �^` W � O � �^ � � � .� �^` W � U�' � � � �� � � U �— � � � m � _ � �° Q � � � � U �M O �o L � �� � � p �� c `o m C o � � � o� '" o � �; � J � Q �� C `�Jssuances: Proi. No.: 077392 Date: 02/01 /19 A Sheet Name: FRAMING DETAILS ���_�� ''�