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� STRUCTURAL TOLERANCES SURFACE FINISHES MACHINING TOLERANCES
<br /> ; 0 TO 10'-0": t 1/32�� 32 �} �
<br /> PRECISION PARTS � X.X f.030
<br /> 4 � � 10,_0" TO 30,_0»: �1/16" s� X.XX f.010" '
<br /> � > 30,_0,,. f 1�g„ REAM, SHAF7S: 125 X.XXX �.OQS"
<br /> 23'-g" � ANGLES: fp,5° TURN, MILL, BORE. � X.XXXX f.OQ10
<br /> (REF) � DRILLED NOLES: +1 f 32° CLIP, CUT, TRIM: 2�✓ AN�LES t0.02°
<br /> 1'-0 9/16" -
<br /> (REF) �
<br /> �,
<br /> , „ VERTICAL SUPPORT w� �
<br /> �P. E 9 -1 5/8 TO WT7X 13 N� �
<br /> N
<br /> x r
<br /> r-r �� .--� d
<br /> L��..J` W rJ W ° °��'`--� �''' W `-°` �,�,W,,�'"� W,�, ,.s�`'u �� `�.," `� '
<br /> �� `1 L. �� � ti� �..i � �
<br /> `�" � � `�: _ d" �1 �ri �" � �� �" � �r-� �3� '
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<br /> � - - f E d��- � „ � C�.� � /'U � � C�J w
<br /> C� � J � U C.� i CJ 1 C"> � I�
<br /> , � , W10x22 � W10x22 (E) ' '-�
<br /> _ ___ .,� .�,. _ ,�.d.,..�.,�.�.�,. - �-
<br /> : . V
<br /> ,,W_,,�gx1p (E) ' { i ; I �
<br /> � � ..
<br /> .
<br /> C10x15.3 � �- - C10x15.3 (E} � �.,� W10 (NEW) ,
<br /> �" ��w_,_�....�.� � �
<br /> � �� , ✓ .
<br /> � �7 (E� �� �
<br /> � � ��� � �
<br /> � W10 (NEW) �
<br /> `- TYP. 2 Q - ' � 7YP. 2 ���.-.�.w ° ��� _� `
<br /> d- PLACES _ � C10x15.3�� _ PLACES v C10x15.3 CE) � �, � �. � j /�� � � '
<br /> �. -� �. �-- , � �
<br /> � � � a �� �,� N ` �� — � � �� �
<br /> - - - — — — ---- — T -
<br /> o ,�f� X � �� ,� � _ _ - 4 X � � 1 � � � C4 (NEW)
<br /> i X �} p I c.i /�_,r.f� � o � � , � � � I I
<br /> � N �✓ � " 1�0 "�a r � �6 f� , �
<br /> �" ^ +.
<br /> � C4x5.4 �� � C4x5�4 �E)��`�'� .-, � � �� °� N � � � 16 100% MT
<br /> _ �,.�_..,w,
<br /> � , C4x5.4 (NEW) .� ��-- �.� � C !
<br /> � r-
<br /> � X N � � G �4 � � ; � � �. ,
<br /> E � �, � X � _ ° ,� (I W10 (NEW� l
<br /> TYP. � � , � ' � �1
<br /> � � ' II �
<br /> C4 TO W - � - �- = � � �°�, ,, � II� 3/16 WT7 E
<br /> � C4x5.4 � C4x5.4 (E) �,. � W8x10 (E) 311� � �
<br /> W8x 10 (E) � ,��:�_ . ���. _�......�._�,. _ �
<br /> �� � ,/ I W1 Qx22 � W10x22 (E) � ��.�.�.��.�
<br /> , �— ___ .� .�� _ - . ----�-
<br /> OPP � I � C IYP. 2 PLACES �
<br /> - DETAI � 2 SECTION �
<br /> T11(E) (BELOW) � » _ , „ „ _ , „ �
<br /> J H �� � TYP. 2_ PLACES n.._.. B .�,�.,.� .�. _ . ...�.. .�..�.. .�.�. ___ �,. ..�.... ..�.�.m � --� - � � ��..�... - ..�,., . _- �.�.,. _ _ � -�-�3 SCALE: 1 - 1 -0 - SCALE: 1 - 1 -Q - -
<br /> - NEW HATCH 10 EXI5TING HATCH � � .
<br /> � .
<br /> �� TYP. 2 PLACES ' �, .
<br /> DETAI � � _
<br /> SCALE: 1/2" = 1 '-0" 2S112 S482-1 .
<br /> �/2" �
<br /> 1 f 2„ . '
<br /> �.. LOW ATfIC T.O.S. � 2„ W10 � W10(E) LOW ATTIC T.O.S. �
<br /> � ELEV.= 610 -6
<br /> � � � ELEV.= 610,_6" .� "
<br /> �
<br /> ,�-,� ,��� — - - ~ ,.r, W10 L�W ATTIC T.0.5. '- N
<br /> � � �, ELEV.= 610�_6�, � �--�-�-- — - -
<br /> _ �
<br /> � � I SHEET S462 NOTES:
<br /> � o I I � ! ,�..,.�:�-
<br /> 100� MT � 4 � � � � � � � � UNLESS NOTED OTHERWISE: �
<br /> / � I o 1 . NEW MEMBER MATERIAL.
<br /> � 100� MT � � � �
<br /> 1 4 0 ► HSS ASTM A500 GR. C, Fy = 50 KSI. .
<br /> � �� � � PLATES ASTM A572 GR. 50, Fy = 50 KSI.
<br /> W10 � „ W SECTIONS ASTM A572 GR, 50, Fy = 50 KSI, �'
<br /> PL 3/8" W1� 100� MT �/4 PL 3/8 {E) -
<br /> PL 3 8" OR ASTM A992.
<br /> PL 3/8" � ANGLES ASTM A36, Fy - 36 KSi.
<br /> W12(E) CHANNELS ASTM A36, Fy = 36 KSI.
<br /> M SECTIONS ASTM A36, Fy = 36 KSI.
<br /> 2. WELDS PER AWS D1 .1 .
<br /> 2,1 . GMAW-P NOT ALLOWED.
<br /> S ECTI 0 �1 A � � ECT � I� e S ECTI 0 fJ C � GRAD oDH NUTS AND J'F436MTYPE�1 WFLAT�W�ISHERS3 .
<br /> �
<br /> SCALE: 1 1/2" = 1 '-0" - SGALE: 1 1/2" = 1'-0'� - SCALE: 1 1/2" = 1 '-0'� - 4. UNLESS OTHERWISE NdTED, BOLT END AND EDGE '. _
<br /> DISTANCE = 1 1/4" MIN. �
<br /> 5. BQLT SPACING = 2 1/4". �
<br /> 6. DRILL 13/16" DIA. HOLES AT BOLT LOCATIONS.
<br /> 1/2" ¢ 7. RAQIUS ALL INSIDE CORNERS, DRILL OR GRIND SMOOTH:
<br /> � LOW ATTIC T.O.S.
<br /> r � ELEV.- 61Q'-6" 7.1 . CHANNELS, R=1/4"
<br /> � � - 5�g» 7.2. W SHAPES, R=1/2"
<br /> �����f.�, 100� MT _ �f2=� 8. FULLY PRETENSION ALL NEW BOLTS USING AISC ASD
<br /> � W1 Qx22 (SHQWN) 1/2" �/16 LOW ATTIC T.4.S. LOW ATTIC T,O.S, � � -' PL 3/8" TURN-QF-THE-NUT METHOD. ��
<br /> � o � OR W12x30 (E� ELEV.- 610'-6" E�-EV.= 610 -6 n, � 9. LADQER AT NEW HATCH LOCATIONS IS 18 INSIDE LADDER
<br /> 1 QO% MT r I � � - - RAIL-TO-INSIDE LADDER RAIL L4CATIONS OF C4 S AT
<br /> - - �
<br /> 1/4 � o I - �-� � NEW HATCH N�N-LADDER SIDE ARE SAME AS C10
<br /> �, i ��' LOCATIONS MIRRORED ABOUT N-S LINE THROUGH HATCH :
<br /> �..
<br /> ; ��.. � .
<br /> CENTER, SEE 45-003-A501 FOR DEfAIL.
<br /> `'� R 1 f 4" �C4 NEW & (E}. TRIM ENDS i o �f4 � 100� MT 10. FOR HATCH INSTALLATION SEE SHEEf 45-003-A501 .
<br /> �--��� �
<br /> G10 �r- (JF C4(E) AS SHOWN 11 . ALIGN NEW W10x22 CENTERLINE WITH EXISTING W10x22
<br /> PL 3/8° � 3 1 � CENTERLINE.
<br /> W12(E) PL 3/8"x4" DEEP / _ 12. CUNSTRUCTION SHALL BE IN ACCORDANCE WITH
<br /> C10 � W�n ANSI/AISC 303-16, "CODE OF STANDARD PRACTICE FOR -
<br /> STEEL BUILDINGS AND BRIDGES". '
<br /> SE�TION D SE�TIO �I E SECTI0 �1 F
<br /> SCALE: 1 1/2" = 1 '-0" - SCALE: 1 -1 f 2" = 1'-0" - SCALE: 1 1/2" = 1'-0" - '
<br /> D�N-N5 - 1 � ,21 .�� 1 � ., � .,
<br /> EXPERIENCE, SERVICE, aOLUTIONS
<br /> �,.---� . .s Job# 16014
<br /> C4x5.4 TO W10x22 & W12x3Q(� CONNECTION =------ �-- � +
<br /> I S�U E F�R C 0 N�T R U CT I �N ___ ______ ___
<br /> CASPER, PHILLiP5 & ASSC]CIATES
<br /> SYM REVISION BY APPROVED DATE SYM REVISION 8Y APPROVED DATE DRAWN DATE 5U8TITLE CURRENT REVISION SYMBOL DATE ;�
<br /> ACCEPTAB{LIIY CPA RLP 11.21.18 ENLARGED ATTIC FRAMING PLANS
<br /> ,��ODD� THIS DESIGN AND OR CHECKED 1786915 0 R G 11.2� .18
<br /> ;; .
<br /> ORIG 45-003 MODIFICATIONS HATCH DOQR RELOCATION 1786915 CPA/RLP JTH 11.21.18 0� `�'� �� � CPA JTH 11.21.18 sHEEr ' _
<br /> ���.w � ��� , SPECIFICATION IS APPROVED TITLE
<br /> � � ti�' ����/�Q,�� r APPROVED BY DEPT. DATE CPA RLP 11.21.18 45-003 MODIFICATIONS HATCH DOOR RELOCATION
<br /> ��I�� �,,,1 �� �� & ,,�,�_� - CHECKED ����_ � .
<br /> ��. ��-..�n �, � .
<br /> � .� "����' 27935 ���� APPROVED B�I LD�N G 45��0� JOB No. 1786915 COMP N0.
<br /> `�A�.E�
<br /> �ION�, Er��� APPROVED STRUCTURAL MASTER EVERETT owc No. 4.5-003-S462-1
<br /> I1�-Z{-` U
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