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<br /> � STRUCTURAL TOLERANCES SURFACE FINISHES MACHINING T�LERANCES
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<br /> . J ANGLES: f0.5 X.XXXX f.0010
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<br /> � ' °� i SCALE: 1 " = 1 '-0" - y
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<br /> 9 REF NEW HATCH REF EXISTING HATCH ;
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<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 .
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<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 />
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