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<br /> G N � K i_ �EGEND
<br /> 50'-0 50 '-0 50 '-0 50 '-0
<br /> � GENERA� �IOTES t
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<br /> J o 1 . SEE S193 FOR ADDITIONAL INFORMATION. •
<br /> O U Q �
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<br /> Q �' � z A
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<br /> � w CO �ISTRUCTO NOTES : .
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<br /> � � _ = ROOF PURLIN = = I •
<br /> AP-77 �-� 4 � NEW DUCT OPENING, DO NOT DAMAGE
<br /> AP-56 ���V I EXISTING BEAMS. FIELD COORDINATE
<br /> A Bz g2 � �•�• � R2 82 RZ � RZ B2 R2 � LAYOUT AS REQUIRED. CONFIRM DUCT ,'
<br /> AP-55 S -93 -S��-3=R - � D.O. — —FOR CONT I NUAT I ON SIZES WITH MECHANICAL PRIOR TO
<br /> — — — — R� --r— — — — � r— — — — ��1 R1 r— — — — �e Rl — — — — — R� �— — — — • �Rl — —r-- — — — rt' R _ —
<br /> 81 B1 81 B1 81 B1 B1 B1
<br /> � � i � � i � i � i � SEE SHEET S I 87 FABRICATION.
<br /> i � i � i � i � i �
<br /> R2 � B2 � / R2 �� � R2 \ R2 � R2 � � R2 \
<br /> AP-54 = _ D.O. _ _ _
<br /> � ' ' VERTICAL HANGER (TYP) ` R' ' OUTLINE OF � � R' , � R, , � R, , � R, , � R, , � � R,
<br /> i i i � i � i � i � i � i � -
<br /> I i � i CIN MILL BELOW � � � � � � � � � � � � I � -
<br /> � R2 � / 82 � / �_ P D.O. � / � / R2 \ / R2 � � R2 � .
<br /> AP-53 = R2 —_ - `�
<br /> Rt � Ri � � � R� � Ri � R1 � � Ri � � Rt � � R1 � � R1 ; ,
<br /> � / / � / / � / � / � � � / �
<br /> � i � S193 �7 � � � � � � � � � �
<br /> � ,/ / R2 \ I/ R2 � / D.O. � / � / R2 � / Rz � / R2 �
<br /> AP-52 I R, =I R, R, - I — � �
<br /> � � � � R1 � � R1 � � Rt � � R1 � � Rt R1
<br /> � \ / � \ / \ / \ / \ / \ �
<br /> I R2
<br /> \� �� SIM TYP I � \ � i� � ' � R2 ��� R2
<br /> AP-51 - - - — � ,�,�� __
<br /> C S� � R, � R, LATERAL BENT PIPE BRACE �•�• � �"`�J n R�
<br /> �� �� S 193 S752 FRA E 3PLCS �� i� /�
<br /> S� 93 S752 , , R � � � , ,
<br /> AP-50 - D.O. — — --- �
<br /> I R1 R1 � R1 I M R1 R1 R1 � � R1
<br /> B3 B3 S 193 S752 � 83 1 1
<br /> AP-49 D.O. _
<br /> � � � � R1 R1 •
<br /> \ / \ / �
<br /> I \ R? // �\ B3 ,/ Rz D.O. � (
<br /> AP-48 ( R1 � Rt � � R1 R1 � -- R1 �� ( Rt
<br /> � i Q
<br /> � , �
<br /> � , A o.o. `�
<br /> AP-47 R,w-_ � R,w R, _ _ z — R,w
<br /> � ¢ � �� Q 1 '�-' � � Q
<br /> � �
<br /> � � � � � -
<br /> AP-46 � c�= � � c—�— — _c�- — — -- � D.O. °O �/ _ � � `�
<br /> R1z z R1z Rt Rt R1 � Rt R1z op ,
<br /> � � � � z � � � � 0 � .
<br /> � � �- �
<br /> � � � J Q �
<br /> AP-45 m _ co 00 � _ D. . _Q z � m
<br /> R� � � � � p R�
<br /> C� I
<br /> I � P81 P81 / � 1 � Z
<br /> � \ / m o �
<br /> � , � �
<br /> AP-44 = - �
<br /> Rt � � � / � / � / R1 � Ri
<br /> � PB1 PBt � � PB1 PB1 � � PB1 /P81 � H P81 � ,
<br /> � � � � � � � � •
<br /> � � � i � i i R2 R2
<br /> AP-43 R� — Ri Rt R1 R1 R2 R1 Ri R1
<br /> \ / \ / \ � / \ / \ /
<br /> I Rt
<br /> I � P81 PB1 / � PB1 P81 / � P81 PB1 / � P81 PB1 / � PB1 P81 � I
<br /> � / � / � � w � � / '
<br /> � i � i R2 � D.O. i R2 � � i � i R2 ,
<br /> AP-42 R� — \ Rt ��— R1 � R1 � R1 � R� F� Rt � � R1 � R1
<br /> Li
<br /> � PBi PB1 / � PB1 P81 / � P81 PB1 / � PB1 PB1 / � P81 P81 �
<br /> � / � / � � z � / � / .
<br /> I � i � i O i RZ _ � i � i I
<br /> AP-4 1 R�— R1 R1 R1 R1 R1— R1 R1 R1
<br /> � � i � i � � i � � i � i �
<br /> � PBi PB1 / � P61 PB1 / PB1 q PB1 / m � /P61 � PBt P81 /
<br /> � / � / � I / PB1 � / � � �� � � � Q
<br /> � � � � R2 .O. i R2 � i � i R2 .
<br /> AP-40 R� — \— R� � — R� � R� � R� — — — � P81 R1 � R1 � R1 �� ,
<br /> � PBi PB1 / � 1v '�'J PBt � PBi PBt � � p61 Y � P81 pB1 / S�6� S�6� S�62 S�63 S�64
<br /> \� R2 �/ R2 / \ \ / 9
<br /> I � 82 � R2 R2 R � R2 i � i I
<br /> AP-39 = — —_ _ _ __ siss s�ss s�s7 s�ss s�ss .
<br /> I Rt R1 R1 R1 R1 Ri R1 I Ri 8
<br /> � � � � .�. / \ � / \ /
<br /> � PB1 P81 / � P81 PB1 / PB1 PB1 / � P81 PBt / � P81 PB1 /
<br /> S��Q
<br /> \ / \ / \ / \ / \ / 7 ,
<br /> � R2 i R2 � B2 i � R2 i R2 � R2 � R2 i � R2 � S I 75 S��6 S��� S��8 $��9
<br /> � s
<br /> AP-38 _�� � R, R �— siso sisi si82 3 S184
<br /> i �
<br /> � � 5
<br /> I � S185 S186 S187 S188 S189
<br /> FOR CQNTINUATION 4
<br /> - - - - - - — - - - - - - - - - - - - - - - - - - — - - - - - - - - — - - - - S190 S191 S193 S194
<br /> SEE SHEET S197 3 '
<br /> S195 S196 S197 S198 S199
<br /> 2 , �
<br /> S I 99a S I 99b S I 99c S I 99d S 199e �
<br /> NOTES: �
<br /> �EGEN D KEYPLAN N
<br /> 1 . ALL EXHAUST DUCTS SHALL EXTEND 20 FEET ABOVE THE ROOF
<br /> R1 LIGHT GAUGE STEEL CHANNEL REINFORCING B2/B3/B4 ROLLED STEEL BEAM BETWEEN EXISTING GIRDERS � BRACING FOR MULTIPLE LIGHT GAUGE BEAMS OR SURFACE. DUCT DESIGN AND BRACING IS PER THE DUCT DESIGNER.
<br /> CONNECTED TO EXISTING PURLIN OVER GIRDER, WITH MECHANICAL/ELECTRICAL LOADS REHUNG REINFORCED PURLINS OVER GIRDER, WITH ROD � � � -
<br /> SEE DWG. S21 FROM EXISTING PURLIN ONTO NEW BEAM, SEE TIE BETWEEN BEAMS AND PURLINS, SEE DWG. I I I I `4 �
<br /> R2 LIGHT GAUGE STEEL CHANNEL REINFORCING DWG. S32. S40. ., r
<br /> :.,.
<br /> coNNECTED To ExISTING PURUN FULL SPAN o � ROOF DIAPHRAGM BLOCKING OVER GIRDER, WITH 728 134th Street SW � Suite 200
<br /> BETWEEN GIRDERS, SEE DWG. S21 BRACWG FOR SINGLE LIGHT GAUGE BEAM OR ROD TIE TO LIGHT GAUGE BEAMS OR REINFORCED ISSUED FOR PERMIT .
<br /> REINFORCED PURLIN OVER GIRDER, SEE DWG. Everett. Washin ton 98204
<br /> g� LIGHT GAUGE STEEL DOUBLE CHANNEL BEAM S43. PURLINS WHERE INDICATED, SEE DWG. S40. R00 F FRAM I �l G P �AN
<br /> f� I �7. � 3. � 7 Ph: 425 741-3800
<br /> BETWEEN EXISTING PURLINS, SEE DWG. S24 SCALE: 1/8" = 1 '-0" � v www.reidmiddleton.com
<br /> �Copyright 2017 Reid Middleton, Inc.
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE _
<br /> �xAN �� ACCEPTABILITY E PENA 07.13.17 PARTIAL ROOF FRAMING PLAN
<br /> A IRC - WBS 2.2.3.1.4 INTEGRATED PAINT FACILITY W2572915 RMI PNC 07.13.17 y�oF ��As��O�, THIS DESIGN AND/OR CHECKED W2572915 A 07.13.17
<br /> � �w , �,��� �� SPECIFICATION IS APPROVED P. CROCKER o�.,3.,� ROOF PURLIN STRUCTURAL UPGRADE SHEET
<br /> E,�� � P ��` �' ENGINEER TITLE ,
<br /> BO � �' � �� APPROVED aY DEPT. DATE K. ANDERSEN 07.13.17 IRC - WBS 2.2.3.1 .4 INTEGRATED PAINT FACILITY
<br /> CHECKED S 19 2 R
<br /> r f ���� ~� B U I L D I N G 40-056 �oB N0. COMP No.
<br /> � �,. 37358 � �' APPROVED �
<br /> W2572915
<br /> � �l'rl��L g�c�����v ,
<br /> �SSroNAL E�'������`'` APPROVED STRUCTURAL MASTER COL.G-L/3-4 EVERETf, Wq °wc No. 40-056-S192R
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