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4 � , <br /> r � » � OF HATCH <br /> 23 —9 (REF) OPENING & S10 <br /> 6'-9 3/8" 6'-9 3f8" 6'-9 3/8" �'_p" g,_2„ 4'-11 15/16» <br /> (REF) (REF) (REF) (REF) <br /> ROOF PUR�IN W10 E ROOF PURLIN W10(E} <br /> � _ � _ �_,.�... ._ . : _ _ <br /> ) _ .. , � r ., � - <br /> . � x . :_4�¢ r � µw ,... _. . _.. �.. � �r. _ ..,� � . .a. ,..: .M .�.����_�..��:�;V...,.��:�:z,�� <br /> .� �..---�� � <br /> � �� .� �,�. � �� <br /> � 1���, � W14(E) ��..�.��.�x�. � �� .i..�._ �,.�.�����.� ��.�����..��._.,��.�..�.� ..n= �w�..�.,�:��»� ._: _�..,�� ` <br /> � � � � . .� <br /> �_�\� ROOF PURLIN W10(E) �� � PL 3/8", TYP. , <br /> ti. .,. � <br /> ` __ _._�___�________.__.______._._ _.� �__._. ___�.._.___�_.__.�.� <br /> � � <br /> .; , � �_�. <br /> _.__ � � � <br /> .�.. � �.�.. � � �_ w.�,..�� .�.�..._____. ��. y__. <br /> �, ,�,, __ � :_.��.__.�:��.��.�.�. --...��. ..__�__��._ �_�-�.:---..�.�..._��� ______� _._� ��� �.__�..�.�__�.�_____-__w.�,.�.�:�:-.�.�.._. _._ �� <br /> �. �,���.� � �,� . � � � ��..�.��-_ ���..�.�...� � ��_ ��__. � <br /> � � � �� <br /> � � <br /> � �� �'�, � n- � ROOF PURLINS(E) � TYP. 4 <br /> �� � � � — » <br /> � � � � r � 4 (TYP) PLCS. TO HSS 3/16 <br /> _ � � �. � � � � � / ,� <br /> � � � � <br /> , <br /> � 14 � <br /> � � ��\�� � � � / � <br /> � � � � HSS 3x3x3/16(E) � � � �P ��4 �/2-. <br /> � �� � � � �-p <br /> � � � � � � i <br /> � � ����� � � � <br /> � �� � � NSS 3x3x3/16(E) Z <br /> � � � �'�� HSS 3x3x3 16 � n <br /> � � <br /> � <br /> � � � ��.��, � HSS 3x3x3 16 `� <br /> � ��� � � � ! � / I <br /> � � `� �'� � <br /> c� <br /> ¢ <br /> � � �y � � � <br /> � � '� � ��� w <br /> � ��, �� � �;�� � � <br /> � `�; � � � � � � � <br /> � ��\� � � � � <br /> � �� �: � � � � � � <br /> , � ����} i � �� i o <br /> � �'� �� � W14 E DIAGONAL � � <br /> HSS 3x3x3/16 � <br /> � s � ��� � � � � � � . � o <br /> � � � � � <br /> � �`� � � �i � ���8) / � <br /> � � ���f � � � <br /> � � HSS 3x3x3/16(E) �a�� � HSS 3x3x3/16(E) � ¢ � � <br /> � � ��� � I � �. � <br /> � � � �� � «�`.....�" � o <br /> HSS 3x3x3 16 � � �' �� � � � � � TYP 3 16 � g � <br /> TYP <br /> I W1Qx22 W12x58 � W12x58���� � � �3 4" A490 BOLTS W12x58 � � � ( f , � <br /> , „ � , „ ��� � / , » �..�� � ���8) <br /> „ SHIM L�/EL AS REQ'D Q -5 LONG �� � �3/4" A49Q BOLTS 0 -5 LC1NG � � ;� 0 -5 LONG ���� �3/4" A490 BOLTS TYp <br /> �3/4 A490 BOLTS � � '� � � � � W10x22 �P <br /> 4 PLCS. 3 16 <br /> WITH F436 BEVELED RAIL EXTENSION � � „ �3/4" A49Q BOLTS ������µ EXISTING 2T HAND CHAIN HOIST � u » (1/8} <br /> WASHERS, TYPE 1 S14x25.4 �3/4 A490 BOLTS yy�TN F436 BEVELED TROLLEY GIRDER - S10x25.4(E) WI H4 F436�BEVELED <br /> 3„ WITH F436 BEVELED WASHERS, TYPE 1 INSTALL TROLLEY END STOPS AT <br /> � RELOCATE STOPS � � WASHERS, TYPE 1 ' � BOTH ENDS OF TROLLEY GIRDER ' ' WASHERS, TYPE 1 . <br /> NEW STOP �--� <br /> �� _ - -- �.. ve..� <br /> m.�_ _ _ �_w ...�.......��_.��,.W....��. �.,.m..J....s._....�.�,�.�.�.e..--��_,..�:��.� �__�.�.__.�.� �y_.�._.�_._.___.�_ .�, <br /> ..�_ _ _ _..� _ _�. _ _.�.�„__�� ..����.� _._�.� _ <br /> LOCATION, �. _,�.� _.��_.y.. . ���.__ �����.��.,�..�..aw �� ^ <br /> ��I <br /> MATCH o � �� � 2 1/2" ���� 1 3/4" (REF) °- <br /> �¢ <br /> .�.��,_ <br /> � I 1 2" lYP <br /> � <br /> � <br /> EXISTING �.��_�..� .��. � .� �.� ��. � �..�. ..�.. � � �.�..�. ..��..� --.�... .�.� � C ) <br /> ..�.�. � :��_�.__.�....�_ _ �...d__- - -.�.,�..._u,_ _ � �.�,,��� . _ _�..��� ..�� - <br /> H E I G HT 2 1 2" �,...�a ���.�.._.�...,�...m �--�---�.�,�.�.__ �.. � � E�T� O I V C � <br /> � — 2 1/2" 1 " 1" <br /> 1 2 1 2" 6'-6 7 8" REF REF 6'-6 7 8" REF SCALE: 3/4"=1'-0" — <br /> NEW �5/8" _ � � � ) f � ) <br /> A490 BOLTS 4�_a�� g (REF) 18,_6» � <br /> _ ���—�— J�/ �l- <br /> C � 1 3/4" �-- <br /> _ l ALIGN TOP <br /> o w � RUNNING SURFACES SHEET S711-2 NOTES: <br /> i � � � <br /> '� � 1 . NEW MEMBER MATERIAL: <br /> HSS ASTM A500 GR. C, Fy = 50 KSI. <br /> � PLATES ASTM A572 GR. 50, Fy = 50 KSI. <br /> 1 7 f 16" SMOOTH GRIND FINISH W SECTIONS ASTM A572 GR. 50, Fy = 50 KSI OR <br /> REF WELD ACCESS HOLE, TYP. ASTM A992. <br /> S SECTIONS ASTM A36, Fy = 36 KSI <br /> , „ > » , „ > » D ETAI L 2 NOTE: DIFFERENCE IN ANGLES ASTM A36, Fy = 36 KSI. <br /> 1 -11 1/2 CHANNELS ASTM A36, Fy = 36 KSI. <br /> g _p 4 -4 15/16 (REF) g —p „ , » FLANGE THICKNESS <br /> NEW HATCH EXISTING HATCH (REF) SCALE: 6 =1 —0 — EXAGGERATED FOR CLARITY M SECTIONS ASTM A36, Fy = 36 KSI. <br /> TOP OF L.B. FLOOR PANEL PIPE ASTM A53 GR. B, Fy = 35 KSI. <br /> ELEV. = 610'-10" 10:1 MAX SLOPE — GRIND 2•2 � WEL�GMAW PW S DNOT ALLOWED. <br /> SMOOTH EACH SIDE OF FLANGE 2,2, MAGNETIC PARTICLE TEST ALL WELDS UNLESS <br /> � OTHERWISE NOTED. <br /> ' � 3. ALL SLOTS ARE 1/16" WIDER THAN KNIFE PLATES <br /> � 4. ALL BOLTS SHALL HAVE A563 GRADE DH NUTS AND F436 <br /> - TYPE 1 FLAT WASHERS UNLESS OTHERWISE NOTED. <br /> SEE DET. 2 FOR � 5. DRILL BOLT HOLES 1/16" LARGER THAN NOMINAL BOLT <br /> WELD ACCESS HOLES FLANGES SIZE. <br /> S ECTI O A �" 6. FULLY PRETENSION ALL NEW BOLTS USING AISC ASD <br /> � <br /> SCALE: 3 4"=1 '-0" RFS112 S711 -2 � � (NOT WEBS)� � <br /> � ` TURN—OF—THE—NUT METHOD. <br /> � CJP SPLICE 7. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. <br /> \� � 100� UT 10 c� <br /> CJP W �TO BE EXTENDED THIS FAR, THE BEAM HAS BEEN LOWERED <br /> 1QQ� UT ONE FOOT. <br /> _ 9. DO NOT REUSE A490 BOLTS. <br /> � 1 CJP D ETAI L � NOTE: DIFFERENCE IN 10. GRIND FLAT/FLUSH/SMOOTH FOR SMOOTH OPERATION OF <br /> 100% UT �� �� � �� _ FLANGE WIDTH HQIST TROLLEY ACROSS JOINT. <br /> ,\ /� SCALE: 3 =1 -0 EXAGGERATED FOR CLARITY <br /> � STRUCTURAL TOLERANCES SURFACE FINISHES MACHINING TOLERANCES 2 <br /> � 0 TO 10'_0,': t 1/32" 3z » <br /> w , „ , „ „ PRECISION PARTS ,� X.X t.o3o — D C N—H 5 - 11212 018 <br /> � �� -� TO 30 —0 : t 1/16 " . ■ "EXPERIENCE� SERVICE� SOLUTIONS�� <br /> "' , ., » REAM, SHAFTS: 6✓ X.XX t.010„ „ , „ � — _�—,_--._ .�� �Job# 16014 <br /> v, > 30 —0 : f 1/8 X.XXX �,005 SCALE: 1 1/2 =1 —0 — --- -----== --- <br /> � ANGLES: f0.5' TURN, MILL, BORE: 12� X.XXXX f.0010» ISSUE F�R CONSTRUCTI �N <br /> � DRILLED HOLES: +1/32" CLIP, CUT, TRIM: 25✓ ANGLES fQ.02' CASPER, PHILLIPS & ASSOCIATES <br /> DRAWN DATE SUBTffLE CURRENT REVISION SYMBOL DATE <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROYED DATE �OD�� ACCEPTABILITY CPA RLP 11.21.18 MISCELLANE�US SECTIONS AND DETAILS 1786915 0 R I G � � .Z� .�8 <br /> ORIG 45-003 MODIFICATIONS HATCH DOOR RELOCATION 1786915 CPA/RLP JTH 11.21.18 �oFw �� THIS DESIGN AND/OR CPA JTH 11.21.18 LOW ATTIC HAND CHAIN HOIST SUPP�RT 4 <br /> ���w ��, SPECIFICATION IS APPROVED SHEET <br /> BOE,��� �' �'� � �%f�� ' APPROVED BY DEPT. DATE CPA RLP ��.2�.�s T�T�E 45-003 MODIFICATIONS HATCH DOOR RELOCATION � <br /> � CHECKED S 711 2 <br /> ,/ � f���C`y,,�2793����4 APPROVED B U I LD I N G �V-003 �oe r,a �786��5 COMP N0. <br /> �`'�AL <br /> IO�r�, E��� APPROVED DWG N0. <br /> ��_rL� -� �, STRUCTURAL MASTER EVERETT 45-003—S711 -2 <br />