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HomeMy WebLinkAboutS6-105-ROOF-FRAMING-PLAN-Rev.0� , 3 4 � � 7 � KEVNOTES 101 BRACE OR DRAG STRUT CONNECTION TRANSFERRMG AXIAL LOAD. PROVIDE STANDARD HOLES IN SHEAR TAB CONNECTION. 102 HSS POST PER SECTION Ei/56-402. 103 TOP HSS 6x2 ONLY. REFER TO SECTION E4IS6-002. A.. / � � iP-105'8" e� i.� �- O 6'. 6 V2" lm � f p� � � 56-40 � ' ' ' ' � HSS10X10X IB HSS10X10X3I8 H5S10X10X3I8 ' o. 4 . � q��o \ � wiaxzz � wiaxzz � wiaxzz � l0�.o3�a�� wiaxzz wiaxzz I � Wi8X35 TI W14X22 � W18X35 � �P-03'8"] �P-0318"] �P-03'8"] �0'-03'8"] �0'-03'8"] �0'-0318"] o �0'-0318"S �0'-03'8"] �0'-0318"i o i8K3 12K1 i8K3 -- i8K3 i8K3 1 10'-03'8"1]2K1 - �14K1 �0'-0318"]� 10'-03'8"1 14K1 10'-03'8"1 10'-03'8"1 12K1 ry� 12K'1 03'8"1 � 10'-03'8"1 m _ _ "� - m - - i8K3 X m � i8K3 z BI C D E F G H � � _, 1 T 1 1 T 2fi'-5" 28'-3" 28'-3" 28'-3" 28'-3" 21'-3" 28, 3" / � / - � � � / I� I� I� is'-1 12^ y is. 3" II I / 5'-fi" S-fi" 5'-33'4" 5-33'4" 5-33'4" 5-33'4" I 5'-5" S-5" / / � / / / i / / I A� 12K1 i8K3 � i8K3 i8K3 12K1 ' 14K1 14K1 12K1 � 12K1 � m E1 - � � �,56-402; o - 102 TVP. � � � X � ... �. M 12K1 = �\ 12K1 M m 12K1 m i8K3 m \ i8K3 � i8K3 x 12K1 x � 14K1 � 14K1 m y . m y � �i �i , � �+ y o TVP. � �i � _ �i . -- x `1 � i8K3 12K1 i8K3 � i8K3 2li2"... i8K3 12K1 102 14K1 14K1 12K1 E� � 7 12K1 S6 301�. � \ � �SF402i � . . a'-21R" 5'-9Vp•'�... fi 0 fi 0 fi 0 fi, 0" fi. 0" fi. 0" a. 2" 101 .. �—.—.6-6- � 3'�33i4" o o / �� - - � 101 � 101 EE m 101 � .:�C3 � - �Wi6X40 - i8K3 - 12K1 - i8K3 HSS10X10X3/8 HSS10X10X3/8 S10X10X3/8 14K1 ' 14K1 ' � � � ! e e '56-40 I-0'-fi"1 13'-3" I �� s� I„ 2 � 0'-95'8" H�0 118"I � W14X22 = e a 1 _—_—_— —_— —_—]_ —_—_— � _— —_—_ — —_—_—_—_—_—_—_ � O ,., Wi6X40 im W 14X22 m �-0'-1118"] � I-0 - BRACE� FRAME �] / S&201 - - - - - � - W14X22 .4 i8K3 � i8K3 \ 1 14K1 � � - _ W8X31 W16X40 Wi8X35,o � ` 18"1 I 0' 18" � I 0' 1118"1 0 11'8"7 . �„\ _ I 12K1 ... . .14K m� °' CSX11 5 e q � 0'-fi318^] ��0' 638"� �' I` � i8K3 12K1 ' 12K1 -' o � � N-- � . � ��Z Wi6X40 W10X19 W10X19 �o +c�" e I o ` 9]i8"... � e - �� o� TVP. � y � _ m I � � 59�' _ ` // 3 Q W14X22 � m -- - I i8K3 18K3 o m m W10X19 °' _ - ��8X1t o_I�o'�a�18"I I�o'�a�18"I A .. � o 0 0 � Q � . � � W o'. : � wisx2s �� "' � caxii.s 10X19 / � �V � Di � � ¢ � � o "W10X19 � � � W10X19 � m . , , _ e o x H6301' '� W10X19 ` W10X19 e W10X19 W10X19 `n W10X19 b �, W14X22 i8K3 m � i8K3 � O o .... � I� � � ' � 12K1 I� Im ... -\IO' 33i8"I v� ....,., m �'� o m� ' CSXiLS m I I'O'�33�8"I ,� � y I Q � �m �� �� � b �W10X19 � W10X19� w � � I �-u'-t na"� � 3 � 4 �- - - - - -- 5 � / lq'i RnnF FRAMING PLAN RELEASED FOR CONSTRl1CTI0N a�� _ � �_o�� Su6jec��o compliance with allregula�ions of Sla�e antl Local Codes City of Carmel Y,:,,, w��:,��tiu�_.� DATE: OIIZZIZO � tt Wi6X40 W10X19 W10X19 � � ' � - � 0 �e x o� i8K3 0� ., EE 101 I� - o-. . .. � �I W16X26 �o � ry o CII .-B1 ..:I � _m E4 � W14X22 � i8K3 SF40 i8K3 12K1 ... 14K1 EE 101.. . 14K1 ' �� � �.g6501�� 12K1 , I I W14X22 = i8K3 � \ - i8K3 �C2 � w 12K1 14K1 14K1 101 EE ' m i8K3 _ � 101 I I� I 8'.6" C X115 �„ I� ��0' 038"I � �\ � I � 56-401 e.. . W16X26,' . e I, 10'- 0" H5510X10X3B ���' - Wi6X40 Wi6X40 �m H5510X10 3I8 e e e e ="�0'-0"� �0 0"] - - gRqrtE�F EAY/-3620 F� I� W12X14 _ i8K3 �..\ i8K3 101 —"—'—'—"�81C�'—"—'—' N—'TYKt—'— o"—'�IK�" —"—'—'�IK�'—'—"— � 101 � 12K1 I'0''03'8"I - - o a'.21i2" 5'�91i2" 96�0" 6�0" 6�0" 6�0" a'.01i2" � 6�0" a'.7 '� 101 _ 12K1� — �� - Y1IY"-� ��._1'.11V2' \ �}-- W12X14 i8K3 � i8K3 i8K3 = 14K1 14K1 12K1 ,���Ey = 12K1 �P�1]IB"� �'P�1]IB"� � � � 12K1 'S6-40 102 TVP. �� x o \ �\ ss - s. 22 W12X14 3 i8K3 � � i8K3 � i8K3 � 12K1 0 0 14K1 � 14K1 � 12K1 � 0 12K1 � � o �-P-3318"] >i , �i �i i b � �i � m � / � TYP. 102 � _ � �� W�y(�q a i8K3 i8K3 i8K3 12K1 14K1 14K1 12K1 12K1 � 1 0' 4118" �� � � m � d ,o-z,�4� '/.p. B�ia^ _ � _ _ A E1 _ _ � E1 � - � �-0'-fi318"] Wi4X22 �-0'-fi318"� m i8K3 i8K3 12K1 � o 56-402�' 14K1 14K1 12K1 56-402- o � /5-011Y"% N " Q� e . � .._' e �._�� m 12K1 e W,sx4o W,sx4 =- 'a,� � wizxia == � � e �_ . . . . � �- 2 m- �'� . . , ��, U I-0'-�118"I I-P-�118"I o _ I I-0'-�118"1 � I-0'-�118"1 _ J-0'-1118"1 I-0'-�118"] _ i8K3 - i8K3 12K1 = 14K1 - 14K1 - 12K1 - ,.,R_ _ �1i4� O �V - - , �. � � w m 12K1 D3 e � e 16'.]" p _ X� p o '':S6_401 ��\ P_ P� � X_ �. � i8K3 3_ i8K3 �_ 12K1.... a o 14K1 �_ 14K1 �_ 12K1 � 0 12K1 3 � ti ' N - �� � � - � � _ _ o � � W14X22 � W14X22 � Wi8X35 -� [d' 35'8"� � I-p'-3518"I W�4X22 � �-0'-3518"7 W�SX3 �� I-0�-3518"1 � � 0-35�8"] � �-0'-3518"] �-P-3518"] � 0'-3518"] �'� �-0'-3518"] I I� Hssioxioxaie � Hssioxioxaia � Hssioxioxaia l � � o �—e—� �—e—o� I I � � A8 I . � , , � I6-402' II I / 5'-fi" 5'-fi" I 5'-33i4"/5-3314"/5'-3314"/5'-3314" 5'-5" / 5'-5" / i i i 1fi'-11i2" � 1fi'-11i2" I I I / � � / � 28'-3" � 28'-3" 28'-3" � 28• 3" � I�I 49• fi" 1 1 1 B C D E F G,, -H. 28 3" 9 I .� i � 19'-fi" � � �0'-0318"] �—_—_—_—_—_- I K I � - � I =e -_ —_._—_ __ I X — II � II _� W14X22 _ 10'-0"1 Io'-o"1 II � , 12K1 12K1 m 12K1 x � � � 12K1 12K1 _ 12K1 - e - v o � = 12K1 � _ � W 14X22 �-0'-358"] ; �-0'-3518"] � 0'-35'8"] �u � � � � 1 I J February 1, 2019 - ISSUE FOR PERMIT ROOFFRAMINGNOTES: [i] DECK BEARMG ELEVATION = 90T-0" U N.O. [2] ROOF SHALL BE COMPRISED OF 1 1/2" WR20 METAL ROOF DECK, UNO. [3] WHERE TOP OF STEEL ELEVATION VARIES [-X'-XX"] INDICATES DIMENSION BELOW TYPICAL DECK BEARING ELEVATION. 28 3" W 14X22 i8K3 i8K3 � i8K3 � i8K3 � i8K3 � i8K3 i8K3 � i8K3 � i8K3 i8K3 � i8K3 i8K3 � i8K3 � i8K3 � i8K3 � i8K3 i8K3 � W14X22 � ,._ ��S� + ♦ 1 V WQ�i3LRE C2T ancxmsc.�� �xcxsaixc�csoua+ui 76351nteractive Way Suite 100 � Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F � N C s � � 0 o — 3 3 �o � O � �O � � � � �O �O � '��y P �i[-�:. ��,te r � s��: Y _ �r� t � ��-� / 'IphA 4,4'.� OF �� i F� /7PIA EJa ; E D C B � � � O � � � � � .� � K U�' � � � � '^ � c U v, — � � � m � Q- � � ° � � � U �o O � N� � � p �� C O N C O � � � o� � � � oT'S� y� � v' N � J � Q =� . `�.Jssuances: Proi. No.: 077392 Date: 02/01 /19 A Sheet Name: ROOF FRAMING PLAN ���_����