HomeMy WebLinkAboutS-523-PCC-FRAMING-DETAILS---STRUCTURAL-Rev.02PD 9V2" 4'-0" 3'403/4' 63/4•' 4"
PROVIDE 1/4" P
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MSKTD
& Associates
ArchitecNre I Engineering I Interior Design
1115 Magnavox Way I 930 Nohh Mendian
Fort Wayne, IN 46804 Intlianapolis, IN 46204
260432.9337 31I.917.1190
www mskitl com
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8910 Purdue Rd, Suite 400
Indianapolis, IN 46268
Phone No. 317.735.3349
www.wginacom
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FACADEPANEL
oiscoNnNuous
ar ENo suPPORr
C6X105XY-01" -
PLATE112"X3'%3" -
3/4" 0 A325 BOLT �
PLATE 3l4' X 9114' %2'-9"
FACA�EPANEL,REFER
TO ARCH. FACADE
PANEL NOT IN BP #4
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112" �. 1112�•
1 VT' 1 3/4'
WTWbX41 S X T-9"
PLATE 1"X 6' X 2.1'
� PLAN VIEW �
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PROVI�E STD HOLES TYP UNO -� _�
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-�
SWINGING C6 ABOVE
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0
NOTE�.nusTEE�ToaEHor- F-J
�IPPEO GAWANIZED UNLE55
NOTED. PROVIDE VENT HOLES I
ON UN�ERSIDEiBOTTOM OF
ELEMENTSASREp�.
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FACADEPANEL,REFER � _ �
TOARCH.FACADE
PANEL NOT IN BP ft4
114' X 2'-5" X 8'�6" GALV
GOVER PLATE WI (3)1-314" X
4"X4"PLATEWIHORIZLONG -J
SLOTTED HOLES. FIELD
WELD IMERIOR PRIOR TO
BOLTING EXTERIOR.
314" 0 A325 BOLT Z-0
STATIONARV C6 BELOW PCC SPANDREL
V4" X 4' X a" %9'-0" GALV BENT EMBED PLATE
WI (5)1/T' 0 X 3" VERT HSA � 24" OG &(4) V2"
0 H 3" HORR HSA Q 2d" OC (STAGGERED
1' 0"). LOADS ON PCC ARE NEGLIGIBLE.
SECTION VIEW
SNOW GATE DETAIL
1 1�2•-��-0,
RELEA5E0 FOR CONSTRUCTION
Suhjec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel
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onrE: 06/11 /20
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FACADEPANEL REFER
TOARCH.FACADE
PANEL NOT IN BP p4 ��
1 11
12" 3.
G6X10.SX2'-11"� ����
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csxiosxcoNT -
314" 0 A325 BOLT
PLATE3l4"XBll4"X2•8„
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N 314"
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WT10.5X41.5XY-B" J�
PLATE 1"%6" X Y�]"
HSSBX6POST �
PLANVIEW N
PROVIDE ST� HOL
SW INGING C6 ABC
NOTE ALL STEEL �
�IPPE� GALVAWZ
NOTED PROVI�E�
ON UNDERSIDE/B(
ELEMENTS AS RE�
FACA�E PANEL R
TO ARCH. FACADE
PANEL NOT IN BP -�
GALV COVER PLA'
REFER TO 3IS-523
3/4" 0 A325 BOLT
STATIONARV C6 6
SNOW GATE DETAIL
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TO
PROVIDE V4" MIN CAP PLATE
CIRCULAR WASHER, TVP -
1l2" X 5" X 4" PLATE W/
N/5 SHORT�SLOTTED
HOLE, NP
H554X4POST -
3l4" m A325 BOLT W/ 3/8" m
HOLE FOR LOCK, TYP
L4XAH1/2 x 2'-0' W/ (5) 314" B SS
HILTI KWIK BOLT TZ Wl3 3/4"
EFFECTIVE EMBE�MENT, NP
PROVI�E 1/4" MIN CAP PIATE
PCC SPANDREL
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TIYP ry
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: SPAN�REL DESIGN LOADS FROM SNOW GATE HSS POST:
Fx Fy Fz Mx My Mz
(tEAST/-WEST) (�NORTHISOUTH) (�UPI-�OWN) (�EASTI-WEST) (�NORTH/-SOUTH) (�UP/-001
DCASEL D 4Ak
W +l-0.5k +620.OkJn
SNOW GATE DETAIL
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1/2"XS"X4"PI
ST� HOLE, TYf
HSS8X6 POST
3/4" e A325 BO
�4X4X„z x z-0
HILTI KWIK B01
EFFECTNEEM
SI�E TYP
TYP
PROVIDE 1/4" 1
PCCSPANDRE.
�
HSSPOST
PROVI�E 114' MIN
CAP PLATE TVP
ra saanoaE� E�
REFER TO 4/5201
PCC SPANDREL DESIGN LOADS FROM SNOW GATE HSS POST:
Fx Fy Fz Mx My Mz
(«EASTbWEST) (+NORTHI-SOUTHJ (aUP4DOWN) («EAST/-WESTJ (aNORTH6S0UTH) (+UPbDOWN)
LOAD CASE 1: D -0.Ok
W H-0.5k H-20Ak-In
LOADCASE2 � -2bk 165Ak-in 10.Ok�in
LOADCASE3: D -2.Sk i65.Ok-in -20.Ok-in
LOADCASE4' � -25k 160Dk-in -50.�k-in
LOADCASES: � -2.Sk 155.Ok-in -]5.Ok-in
LOADCASEfi: � -2.Sk 140.Ok-in -0OO.�k-in
LOADCASE]' � -25k 125Dk-in 425.�k-in
LOADCASEB: � -2.Sk 105.Ok-in -145Ak-in
LOADCASE9: � -2.Sk BO.Ok-in -060.�k-in
LOADCASEIO:D -25k 550k-in -1]O�k-in
LOAD CASE 1 L � -2.5k 25.Okin -95Akin
LOAD CASE 12: � -2.Sk -S.�k-in -0BO.Ok-in
LOADCASEI3:D -25k 35�k-in 4I50k�in
LOADCASEI4:� -2.Sk bO.Ok�n -185.Ok-in
LOAD CASE 13 � -2.Sk -BS.�k-in -0SS.Ok-in
LOADCASEI6:D -25k 41��k-in 4400k-in
LOADCASEit� -2bk 430Ak�ln 416-Ok�ln
LOAD CASE 18: � -2.Sk -045.�k-in -95.Ok-in
LOAD CASE 19: � -2bk 455Ak�in -65.Ok�in
LOADCASE20-� -2bk -166.Okin -0O-Ok�in
SNOW GATE DETAIL
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KEY PLAN
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PROJECTNO. DATE
7382 10/11 /2019
REV. DATE
1 BP4ADDENDUMI 10121/2019
SET DESCRIPTION
BP #4 - Garage /
Canopy / Bridge
Structural Package
SHEET TITLE
PCC FRAMWG DETAILS -
STRUCTURAL
SHEETNUMBER
1
S-523
� SNOW GATE FRAME - WEST ELEVATION VIEW
� � vs. _ �,_o„
� SNOW GATE FRAME - EAST ELEVATION VIEW
�� „a._,�-0.
REFER TO 3I5523
SECTION VIEW