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W10X22 <br /> ', �' <br /> C4x5.4 � � �.� C4x5.4�(E) � � ��=� ,,� � � � � � <br /> � � � � <br /> � , ;� � ��.�.�_���.�...�w..��,�. �..�.,�_v.�r�.�,�.a.v..".�.�.��.w.�.s.�,��.�..�..._� <br /> � <br /> � w�oX22 � � w�oX22 �E� � D ETA) L <br /> � � ��u�.az�v.�.���.���.��.��� _ .�u _�...�.�.��_��.�.�_..���u�.�.� �.��._�.�.�.��__�� ���.__�._.� <br /> ' 4 <br /> I � <br /> OPP � <br /> � <br /> � ' °� i SCALE: 1 " = 1 '-0" - y <br /> J H _ �', .�.�. .��.._.. .��e�_ ,�_�_ .vr�._ �_�._ m� �_�_. .. T11(E) (BELOW)_ .�.�. .�.,. � <br /> ___._..� ��._ .�.�. _�., __._._ �.._.�__. .��.�_ �� __4. .�.��. �.�e�. ____v__ i <br /> _��. �,��, _� _�a:� .���_� .�..__� ___._ u�..,� _ _��_ <br /> ._�_ .�.�. m___. �. � <br /> 9 REF NEW HATCH REF EXISTING HATCH ; <br /> � � <br /> ._.,�°=• `�q <br /> D ETAI L 3 , <br /> SCALE: 1/2" = 1 '-0" 2S112 S462-2 - <br /> LOW ATTIC T.O.S. LOW ATTIC T.O.S. <br /> ELEV.= 610'-fi" ELEV.= 610'-6" <br /> 5�8�� ��2» ��2» 5��,} ��$» ��2„ �/2» 5/$„ , <br /> GRIND FLUSH IF NECESSARY SHEET S462-2 NOTES: <br /> � 5/16 100� MT 100� MT � � 5 � 6 C 100� MT 1 Q0� MT �-- � FOR LIGHT AND FLOOR Y <br /> 5 16 � <br /> � / � 16 (1 8 4 . <br /> � PANEL INSTALLATION. � � � UNLESS NOTED OTHERWISE. <br /> �-- �y 1 . NEW MEMBER MATERIAL: <br /> �I�� r--^� �.... ,.... �j . <br /> i � r <br /> „ � : ,� ' � � _ � HSS ASTM A500 GR. C, Fy = 50 KSI. <br /> PL 3/8 � ' � PL 3/8 � � � � � � PLATES ASTM A572 GR. 50, Fy = 50 KSI. <br /> � PL 3/8" ���� - -�- ���� ' PL 3/8" W SECTIONS ASTM A572 GR. 50, Fy = 50 KSI. <br /> OR ASTM A992. <br /> C4 (E) �/� 6 e4 C4 (E) C4 (E) Wq. _ C4 (E) L4x3 ANGLES ASTM A36, Fy = 36 KSI. <br /> 3/16 3/16 }3 16 <br /> � 3/16 CHANNELS ASTM A36, Fy = 36 KSI. . <br /> M SECTIONS ASTM A36, Fy = 36 KSI. <br /> 2. WELDS PER AWS D'1.1 . <br /> . 2.1 . GMAW-P NOT ALLOWED. <br /> � TRIM ANGLE 3" FLANGE TO FIT IF ANGLE FLANGE ' <br /> INTERFERES WITH CHANNEL FLANGE. <br /> S ECTI 01� H S ECT 0 f� � S ECTI 0 �1 K 4. RADIUS ALL INSIDE CORNERS 1/4". <br /> SCALE: 2" = 1 '-0" - 5. CONSTRUCTION SHALL BE IN ACCORQANCE WITH <br /> SCALE: 2" = 1 '-0" - SCALE: 2" = 1 '-0" - ANSI/AISC 303-16, "CODE OF STANDARD PRACTICE FOR <br /> STEEL BUILDINGS AND BRIDGES". <br /> DCN-H5 - 11 .21 .2 <br /> 018 „ � <br /> EXPERIENCE, SERVICE, SOLUTIONS � <br /> _. __._ . � Job# 16014 <br /> - � - � • <br /> � I S S U E F 0 R C 0 N S T R T I -==-====--- --- <br /> UC C�N <br /> CA , PHILLIPS & ASSOCIATES <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED an� ACCEPTABILITY C AWRLP ���21 18 SUBTITLE CURRENT R�ISION SYMBOL DATE <br /> O R I G 4 5-0 0 3 M O D I F I C A T I O N S H A T C H D O O R R E L O C A T I O N 1 7 8 6 9 1 5 C P A/R L P J T H 1 1.2 1.1 8 ,�TODD�� �{�S DESIGN AND/OR CHECKED E N L A R G E D A T T I C F R A M I N� P L A N S 1 7 8 6��5 0 R I G � �.2 1.1 8 <br /> ,���w°� ��,� S P E C I F I C A T I O N I S A P P R O V f D CPA JTH 11.21.1$ s H E�r . <br /> ��E,��� h�' ..t �/` � : � APPROVED BY DEPT. DATE CPA RLP �t.2�.�8 T'T�E 45-003 MODIFICATIONS HATCH DOOR RELOCATION � <br /> �- ' � 1 CHECKED S�•�2 2 , <br /> � �� o �C'�,.?AL��,'�,�,4� APPRo�Eo B U i LD I N G 45�0�� JOB N0. COMP N0. <br /> � "R 1786915 <br /> I�N.gi, ��'� APPROVED STRU�TURAL MASTER owc No. <br /> , ���(L� -' � EVERETT 45-003-S462-2 } <br /> � �u�r�r . <br />