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<br /> � � � z w GENERA� NOTES . �
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<br /> 01= � �(w 1 . SEE S 193 FOR ADDITIONAL INFORMATION.
<br /> � � � � A
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<br /> ow
<br /> � � _ = ROOF PURLIN = _ _
<br /> AP-77 -
<br /> AP-56 - �.-�. __ — _ _
<br /> i 4
<br /> � BZ B2 \ D.O. / R2 B� R2 R2 BZ R2 (
<br /> AP-55 S 9� 75-� - - �'�' — - — FOR CONT I NUAT I ON C 0 N STR U CTI 0 N N OTES . �
<br /> — — — — R� — -�-- — — — � R � — — — �� — — — — — R� r— — — — —t R1 — — — — — R� r— — — — —� R1 — -�— — — — � Rt _ _
<br /> e, � B, � � e, > > B1 � SEE SHEET S I 87
<br /> � R2 �� 82 �� �� Rz � � 0 �� Rz � � Rz I �� Rz � �� Rz \� 1�j DO NOT DAMAGE EXISTING BEAMS.
<br /> AP-54 , R, R, -- R, -- R,-- � Rt R1 — R1 FIELD COORDINATE LAYOUT AS °
<br /> � ' VERTICAL HANGER (TYP) ` ' OUTLINE OF � � � � � � ��� � �i � � � � � � �
<br /> i i i � i � i �� i �� � i � i � REQUIRED. CONFIRM DUCT SIZES
<br /> I i � i CIN MILL BELOW � i � i � � W8 BRACE, SEE 10/S553-4, �nP\�� � �i � � � � � � � AND LOCATIONS WITH MECHANICAL •
<br /> / Rz \ / B2 \ / \ \ \ / R2/ � \ / R2 \ / R2 \
<br /> AP-53 — — _ - -_ p D.O. _ � ; � _ — PRIOR TO FABRICATION.
<br /> R1 � Rt � i �' R1 � R2 R� � I I � i �/� \i /� � � R� i � R� i � R�
<br /> � � � � � � � � �� � � ��� � � � � � � � 2' ALIGN DUCTS TO CLEAR BEAM EDGE,
<br /> � �/ �/ R2 � �/ R2 S193 �7 // I W8X3� � \� �/ �/ \� �� �/��(/ R2 \ / R2 \ / R2 \ �
<br /> � } � i � i � TYPICAL.
<br /> �
<br /> AP-52 � R1 � R1 � R1 � � Rt � � �� �� � R1 � /� � R1 / �� �- �� � Rt � � R1 R1 �
<br /> � � i i � i � � , �� ��� ,. i �� � � � i� � � i „ I
<br /> � \ / � � \ / I r-� �� � � C8x13.75, TYP v / / � �� \ / , .—�� \
<br /> � , - - - - - - - SIMTYP -- - - ��,� I I � � � � �
<br /> AP-51 - - R2 � �.. � � � W8x35 � i � � � � i R?, -;.,� �� R2 _
<br /> -,_ � � � � , ,..- ---�.�
<br /> S� � R, � R,- LATERAL BENT PIPE BRACE 1`0� D.O. � '� '' � � � i � �� . � - �, �� R' •
<br /> C � � S 193 S752 � W8x31 � W8x35� _
<br /> S 193 S752 � � FRAI�E(3PLCS) � i '` � , � � , , - ` ' � �� �
<br /> � � ' R ` D.O. ' � � '
<br /> AP-50 I Rt R1 SIM R1 — — - - - - R1 R1 0 I Rt .
<br /> C C8x 13.75, TYP, ES W8x35 � � W8x35
<br /> B3 \��\ B3 S 193 S752 � e3 D.O. i 1 � � 2 1 � 2
<br /> AP-49 � � -\ .
<br /> � / � �� / , \ R1 � I I Rl
<br /> \ / \ � / ;� � � � ' / � �
<br /> � � �
<br /> \ / \ � /
<br /> ` R2 ' ` B3 � ' R2 � D.O. � 1 \ � I
<br /> AP-48 i R1 Rt � \\ Rt / R1 W ` \ I R1 I R1 ,
<br /> \\� �// \\\ // // � ,` \\ � I �� '
<br /> \ / I� � �
<br /> AP-47 \ — — � � _ _ � � � D.O. �_ � � 1 / _ _
<br /> R1� � R1 � W8x35 z \ ' / R�� ,
<br /> � Q \ �� � � � \ I / I Q
<br /> � � � � C8x13.75, TYP r W8x35 Q � � �
<br /> � ` ' I �__— � D.O. °O v \ � � � �, � �
<br /> AP-46 R�z z -- - R1 I R1 Ri � � Rt \ —I- I � Rt � R1z
<br /> � � Q � � z W8x35 � CUT (E) JOISTS AT OPENINGS, 1 �� � � � � �
<br /> m m � � J TYP SEE 9/S553-4 FOR DETAILS � � � � � � � m � �
<br /> AP-45 R, c� � � D.O. — - o R, � �
<br /> � \\ Pe� P81 // o � W8x35 W8x35 ,, � � W8x35 � z � �
<br /> � � �
<br /> � \� �� � � W8x31 TYP � 1 � � °O � � ,
<br /> AP-44 R� fl°- l 1 � � � � R� -
<br /> � � / � / � \ �.�. � ,PB1 W8x35 � Rt
<br /> � P61 PB1 / � PBt PB1 / � I PB1 PBt / '
<br /> \ / \ / \ W8x35 � W8x35 /
<br /> � � � � I I � � 1 W8x35 � R2 R2
<br /> AP-43 � Rt � R1 � � R1 � I W8x31 � �.�. Rt � R2 R1 � � R1 � � � Rt � � R1
<br /> I � PB1 PB1 / � PB1 PB1 / � PB1 PB1 / � I PB1 / � P81 I PB1 � I
<br /> � i � i � � � � �, �B' I i � I i �
<br /> � i � i I R2 � �.0. i �� R2 �_ � � W$XJ'� � \ � W$X3� i R2
<br /> AP-42 Rt � R1 � � R1 � I Rt - � � Rt � \ R1� � / � / Rl �
<br /> � P81 PB1 / � P61 PB1 / I � PB1 I PB1 / \\ � � PBi // I \ PB1 / � P81 �/ � PB1 �
<br /> � i � i � � � i � Z � � � � i � � � i ,
<br /> � � , � , �_ � �D.O. � � � R2 - �i � , �i , _ I
<br /> AP-41 Rt � R1 � � R1 � I Rt \ W8x35 Rt � \� R1� � �/ I � R1 � / / I R1 � I R1 f
<br /> � C 8 x 1 3.7 5, T Y P W 8 x 3 1 T Y P � �� m / �
<br /> � PB1 PB1 / � P61 I � PB1 I � P81 / � � � /p � PBi P81 �
<br /> � / � PBt / \ � � � P61 � � /`/ � /` ,
<br /> AP-40 � , � � � 1 R2 _ � _ �D.O. � � � �/-- Rz ��� � � � �� � , � � � � , Rz .
<br /> Rt R1 Ri W8x35 Rt \ �
<br /> � �—
<br /> R.1� i /� / R1 �- � / R1 � R1
<br /> \� P61 P81 // P 1� � PBt // PB1 W8x35 PB1 ��x 13 75, �P q \ / 1 � i � �I �/ q \ i � /
<br /> � / W8x35 � � 35 I \ / I ��� i � I / \ PB1 n � PB1 � � P81 / �
<br /> I � R2 i R2 � � � B2 � R2 W8x35 ��—_ /\ � i %�8x35 � /� i� i � � I
<br /> AP-39 Ri R1 / R� \ Rt R1 ` / R1 R1 I R1 CC C G L Q
<br /> � � i � � � i � D.O. i 2 � i � i �
<br /> � P81 P81 / /� � PB1 �� PB1 / � PB1 PB1 / � PB1 PB1 / � PB1 PB1 �
<br /> \ / � \ � / \ / W8x35 W8x35 \ / \ / 10
<br /> � R2 �i R2 / � B2 � i � R2 i R2 , � R2 � 2 I �
<br /> AP-38 �� — � R� � _ _ , �- _� - � R2 � R� � R2 — � - S I 60 S I 6 I S I 62 S I 63 S164
<br /> 3 9
<br /> ( � �i� �� , � ,, �I � S165 S166 S167 S168 S169
<br /> ( /��/ \�� �' � �` � � S170 S171 S172 S173 S174 $ ,
<br /> - - - - - - - - - - - - - - - - - - - - - - - � —�— - - - --�-- -� - - - - - -FOR ONTINUATION _ _ 7 .
<br /> 5175 S176 5177 5178 S179
<br /> 1 1 � 1 I SEE EET SI97 s
<br /> � � � � ( / S180 S181 S182 3 S184
<br /> � � � � � � 5 �
<br /> ��( ��/ S185 S186 S187 S188 S189
<br /> 4
<br /> W8x31 W8x31 S190 S191 S193 S194 -
<br /> I I 3 .
<br /> I I S195 S196 S197 S198 S199 �
<br /> S199a S199b S199c S199d S199e
<br /> NOTES: � •
<br /> �E G E N D 1 . C8 = C8x 11 .5
<br /> A KEYP�AN N "
<br /> R1 LIGHT GAUGE STEEL CHANNEL REINFORCING B2 B3/B4 ROLLED STEEL BEAM BETWEEN EXISTING GIRDERS lJ BRACING FOR MULTIPLE LIGHT GAUGE BEAMS OR 2• W8 = W8x31 UNLESS NOTED OTHERWISE.
<br /> / REINFORCED PURLINS OVER GIRDER, WITH ROD 3. ALL EXHAUST DUCTS SHALL NOT BEAR ON ROOF FRAMING AND INSTEAD MUST �
<br /> CONNECTED TO EXISTING PURLIN OVER GIRDER, WITH MECHANICAL/ELECTRICAL LOADS REHUNG TIE BETWEEN BEAMS AND PURLINS, SEE DWG. BEAR ON EQUIPMENT BELOW. • � � � ' � �
<br /> SEE DWG. S21 FROM EXISTING PURLIN ONTO NEW BEAM, SEE 4. STACKS TO BE BRACED BY GUY-WIRES TO EXISTING OR BEAM LOCATIONS. SEE -
<br /> R2 LIGHT GAUGE STEEL CHANNE� REINFORCING DWG. S32. S40.
<br /> TYPICAL PARTIAL PLAN OF SHEET S533-5.
<br /> CONNECTED TO EXISTING PURLIN FULL SPAN o g CING FOR SINGL IG GAUGE BEA � ROOF DIAPHRAGM BLOCKING OVER GIRDER, WITH 728 134th Street SW � Suite 200 •
<br /> BETWEEN GIRDERS, SEE DWG. S21 RENFORCED PURLINEOVERTGIRDER SEEMDWG. ROD TIE TO LIGHT GAUGE BEAMS OR REINFORCED ISSUED FOR PERMIT Everett. Washin ton 98204
<br /> B1
<br /> LIGHT GAUGE STEEL DOUBLE CHANNEL BEAM ' PURLINS WHERE INDICATED, SEE ow�. S4o. R 0 0 F F RA M N G P �A N O7. � 3. � 7 Ph: 425 741-3800 �
<br /> BETWEEN EXISTING PURLINS, SEE DWG. S24 - - -� GUY WIRE AND SUPPORT. SEE DETAIL 2/S533-5. A SCALE: 1/8" = 1 '-0" www.reidmiddleton.com � �
<br /> BEAM BRACE, SEE 10 S554-3. �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 /> �pF��Asft���, THIS DESIGN AND/OR CHECKED W2572915 A 07.13.17 „
<br /> A IRC - WBS 2.2.3.1.4 INTEGRATED PAINT FACILITY W2572915 RMI PNC 07.13.17 ��'�w ���,, `�� SPECIFICATION IS APPROVED P. CROCKER 07.13.17 ROOF PURLIN STRUCTURAL UPGRADE
<br /> � � �= �' ENGINEER TITLE SHEET
<br /> BOE,�� � q � �' APPROVED BY DEPT. DATE K. ANDERSEN 07.13.17 IRC — WBS 2.2.3.1 .4 INTEGRATED PAINT FACILITY S 192 �
<br /> � CHECKED
<br /> �f ��� �~ BUILDING 40-056 � Y
<br /> ��,., 37358 �ti����,�'� APPROVED JOB N0. �������� COMP N0.
<br /> � �t��tA� 1� 1� DWG N0.
<br /> �'SsroNA,� E�������`^ APPROVED STRUCTURAL MASTER COLG-L/3-4 EVERETT, WA 40-056-S192 �
<br />
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