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. —_ _— . m �`:f�.,=.:�. <br /> � $�•s <br /> I <br /> I <br /> I <br /> B EAMS PA�ZRALEL TO <br /> THE RQOF SLOPE PROVIDE O.2 <br /> SHALL B E ORIENTEa CONTINUOUS <br /> WELD ALL <br /> TO MATC N ROOF AROUND(TYP � 4' — 1 1�� � <br /> SLOPE � BOTH ENDS 1/4° � _ � �-.. <br /> OF DIAGONAL > <br /> TYP 4 ------ � <br /> I MEMBER) 1/4�� I PL 3 f 8x3" (TYP 4) � <br /> L5x3x 1/4xC ONTINUOUS <br /> FASC IA SUPPORT - : `" <br /> __ _�. � <br /> ,u... <br /> ___ ,u.., EL. 586.00' <br /> �:�� <br /> , <br /> _ � ..,.w:,. -_ �_. �:,,.. ... <br /> _._ :::., <br /> BOTH SIDES �4X�X3/8 � � _ _ �� �.� � � �� �_v - -- =- = ..- � �_ . , I <br /> ...� .. <br /> 1 1�4" (MIN) `� � ,�w: ., _ <br /> BOTH SIDES - � - -�-. _ _ _ � � �.n � _ _ � , � �� <br /> IF APPLICAB LE IF APPLICAB LE �� �is�� 2��2 k r - - - �`- - I - - -� <br /> SEE PLANS � 3„ 9 � 3,� � �� - - _ _ � � _ _ o � - <br /> �E� P�,��S I I 1/8" 2-12 �� � �_ __ ; <br /> I � � i � ��4„ � �� I I ,/ ,� � o -- -- -- _ ° � - NIAI�� PANE� PER � <br /> � - - � _ = _ � ' ; � '� � � 14s i� i� �� PRovi�E � �� a ;� ARCHITECTURAL � <br /> � � 3/4" BOLTS � — � i �OP� I �0° / / CONTINUOUS � � <br /> � � _ _ _ � � BO'TTOM , ;� � / � 5/16° � WELD ALL ' �� <br /> � � � — — � ;l_ � � � ;�, � ' ��: I I I / �� - �AROUND�nP � i I oo f� � , <br /> �- I I I �- I �-�- - � � �z I i � 5i�s�� BOTH EN�s � I I ��� ' � <br /> f � � OF DIAGONAL � � <br /> � - - - — .- - T� — _ �� � � ( � // MEMBER) C ( � � .. <br /> �t� � <br /> � I I I I PL 1 /4" ;; I � � I I � - f <br /> � I I � I I - � �� � � �� i _ _ � � �� - HSS 5x5x1 �4 B EAM SPLIC ES ARE <br /> � � � � � � l i � __ ___ __ � � __�. i 5�16„��- � l I � C� PERMITTED AT GRID LINES C . 1 AND � <br /> � I I I I I f �� -j----f � � I L3x3x3/8 0 .;� A.9. � <br /> � _��___I�����__��_���_ � 7 8 <br /> � N- _ G-_ ---- -- ---- -� - - — --N- -- - - 3/16" � � � � I � �,— _ <br /> � \ I � I � ' �-J-- - �- -- - 31�6�� ^ � � � I i ;.� S505 S505 <br /> � �-- - _ <br /> � �- �- — — — -�- �� �— — — � 5 �� I I 4' - 3" � (TYP) CORNERS <br /> " � " � ---•�- <br /> _ _ -_ �� i - - _ �- - -� ; . i �505 �5C�5� --- j i I — HSS10x10x5/16 DIAGONALS - 3 �-:, <br /> � A -- ��2�° � (TYP THREE EAC H C OLUMN S505 ° <br /> 3i�6° --'?-�" AND TWO EACN FOR CORNER COLUMNS) NOTE: FOR HSS1Qx10 CONNECTIONS AND WELDING SEE (TYP). <br /> 3i�s�� DETAIL IS TYPICAL AT (5) W10 �OCATIONS, ANQ (1 ) HSS FRAME AT �, <br /> 'T GRIDLINE C .1 AS CALLED OUT ON ROOF P�AN. <br /> � <br /> J <br /> � <br /> � • <br /> B EAM TO B EAM B EAM TO B EAM O M � C O �U M �) FASC IA SU P PO RT <br /> C 0 �1 �1ECTIQI� � C O �JNECT10 �1 2 B EA�1 DETAI � 3 AT NORTN SIDE 4 <br /> � .-. <br /> -_-- ---_- ----- -__- ----- ---_ �__-- _--- _-- - ---------_-_- -_-__ <br /> ---_ . <br /> " ' " RFS161 S5Q5 " ' " RFS161 S5U5 " ' " S503 S505 " ' " S503 S505 ¢�� <br /> SCALE: 3 = 1 -0 SCALE: 3 = 1 -0 SCALE: 3/4 = 1 -0 �_� SCALE: 3/4 = 1 -0 , <br /> 3/16 2" @ 12" <br /> 3/16 2°@ 12° Y <br /> �,,, <br /> � <br /> 2„ , <br /> STEEL DEC K . <br /> E�. 586.00' . <br /> � ��� WELD SEE PLAN <br /> ARCHITECTURAL WALL PANEL �AP M�N���M - <br /> _�� �GAP MINIMUM <br /> I <br /> -- - - - - -- - -- -- 2 1 /2x4 1 /2x 1 /4" <br /> 1/4° s�� i � C ONT B ENT PL �;:; <br /> TOP& C 10 B EYOND — STEEL DEC K <br /> BOTTOM . - 114" ' 3" � � <br /> � <br /> 1 - - - _ � - 8"x4"x 1 f 4" B ENT � <br /> , � - - - - - - - - - <br /> N- � <br /> �- � - ^ ^ - �COLUMN <br /> - - -- �- ---- --- - -- ��. 5�2.50' _ I L 3x3x3/8x6" - - - - PL C ONT <br /> - -- - - -- - I <br /> - -- PL 3/8,>x3„X�>_8„ <br /> � TOP & B OTTOM <br /> — — — — > > 3 S I DES -- ---- <br /> � SHOP WSTALLED - PL 3/8 x3 x0 —8 ��4� — _ _ _ v4 2°@ �2�� <br /> I � � ERECTION SEAT D TOP & B OTTOM - - -- �i4�� 2„ @ �2�� <br /> I l (REMOVE TO � _ _ _ 3/4" DIA A325 SC B OLTS µ T <br /> COMPLETE WELQING 3�� 1/4° -roPs� <br /> �,, <br /> BOTTOM <br /> � 3"i 1!4" TOP& 3" 1/4" PLATE`�� �NE @ EA END 8C �2� W1 0 <br /> ' n ------j- go-r-roM BETWEEN (4 TOTAL) IN <br /> FOR WELD REQUIREMENTS SEE � � 3° 1/4" �PLATES 1 1/2�� SLOTTED HOLE �, <br /> S505 <br /> WIND GIRT TQ C O �UMI� WI �ID GIRT TO C O �UMI� WI �1D GIRT W1 �1D GIRT C OR �1ER HIGH EA�E AT REMOVEAB �E <br /> C O �JNECTIQ �I 5 C O �INECT101� 6 SP �IC E DETAI � SP �IC E DETAI � PANE � DETAIL g <br /> � ____�� ��� � ___ _____ _ ___�� <br /> _ __�_T�_____ __-__ __ - <br /> � SC ALE: 1 1/2" = 1 '-0" RFS 161 S505 SC ALE: 1 1 /2" = 1 '-0" 5505 �� � �° RFS 161 S505 " ' " RF�S 161 S505 SC ALE: 1 1/2" = 1 '-Q" S503 S505 . <br /> ; SC ALE: 1 1/2 = 1 -0 � SC ALE: 1 1/2 = 1 -0 �� <br /> .� <br /> v <br /> � <br /> � , <br /> � <br /> I � <br /> I U <br /> Q <br /> I � <br /> i � <br /> I O <br /> n <br /> II % <br /> I � <br /> I� i <br /> I 'a ' <br /> I U <br /> J . <br /> � <br /> I � t <br /> � <br /> N <br /> 0 0 _ tantec � <br /> � <br /> 100 % DESIGN ISSUED F�?R CQNSTRUCTION <br /> � <br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> SYM REVISION BY APPROVED UATE SYM REVISION BY APPROVED � DATE T �_� � AC C EPTAB I LITY WNITE 3.20,�8 <br /> ��' � DETAILS ORIG 3.20.18 <br /> � � � ���g �w�s �� TNIS DESIGN AND�OR CFiECKED � <br /> _ �w ����! PA�MER 3.20.18 <br /> SHEET <br /> � �sPEciFic�TioN is aPPRovE� WASTEWATER TREATMENT PLANT <br /> �OE,�� � r ENGWEER TITLE <br /> � APPREVED BY DEPT. DATE PER��NS 3.20.18 S505 <br /> - C HEC KED � <br /> BUILDING 45-08 �` <br /> ' WEAKLEY 3.20.18 , <br /> , - U� � �>'''`��O '�w APPROVED JOB N0. COMP N0. <br /> �' EGrsTER�' � WEAKLEY 3.20.18 <br /> G <br /> - `�st�N�L �� aPPRovEo STRUCTURAL MASTER EVERETT, �A °wc No. 45-08-S505 <br /> ' HARRiS 3.2Q.18 • <br />