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B14-0180 REV1 Plans Approved
. C� ����� I � � I � L� � � . . . " _ .. cavEi� r- � �r� T�� ��� � ■ �TRlJCTURAL � M � S 02 �TRUCTURAL FRAMING PLANS � S 03 STRUCT�J �AL DETAIL� � S 04 STRUCTURAL DETAILS C . � � � � .� �''� � � � �, � ��� � � �, � ��� � ; . �.� x � � � � �- ° � ' $� � �..w 'a � �"`$� �, �� �`;� -� , � � � �� �� � ���,_ � �„� 4 � p . �r�� �� �" �— � �� �� � :.� �t,� €� �� � , . ���.a,:.�. t 7'" ��� � ,�..�,�,.�� ...u.�_�. � � �� .�,..�u, ,�, � ._ �tt� ��� � , . .��. �,� �,,.-� � � � � .._ , ,__�____— ��`a`�`,,�� y4�, � � �■1 � ; � ` �� � � „�� � � '}� & . . , , , �; � � � � � ��_ �`� ta 11!r' � AUG a 4 2014 � � � � � 1� V � LLA � E INI� PLAllA I� NIT 1 1 � & 1 1 1 T1 . 1 TITL � PA � E _ LEGC� R RETA+ LE � C} RRETA ��vis �� sT�ueTU �,n� P�Ar�s 2$ � u �Y �07 � ASSOCIATED ARCHITECTS : A D L E R A R Q U i T E C T O S VAIl�, EAGLE COUNTY, COIQRADCJ SCALE lf�"- 1 '_0" _ _ . _ ROOF DECKING IS 1Y2" x21 GA . STEEL DEGK ( WLCRAFT 1 . 5B21 OR EQUIV. ) , ATTACH DECK FIE�D WELD HSS8x4xY� TO EXSTG. W12x19 TO STRUCTl1RE WITH HI �TI X- EtJP - 19 L15 w / 3/s�� FLARE BEVEL EACH SIdE, 3 " FlELD WEI.D EXSTG. W8x10 WEBS TO FASTENERS IN A 36 /4 PATTERN AND EVERY 1 ' - 0 O . C . FQR THE FIRST 7 ' - 0 NEW HSS8x4xY4 w / 3/6" FILLET WELD PROVIDE ( 3) - HILTI S�C SIDE�AP FASTENERS AT EACH END AND 2 " EVERY 1 ' - 0" EACH S1DE FU �� LENGTH , TYP . PER SPAI� . EACH SIDE FOR TE-fE REMAINING . ti�` _ s � _ _,_ ____ � � � _ : _ � � �_ �� ��,+ � �° — � '° � � �° — s " t � _ � , � �, �, �"2� f;�J � , � _ .,o � �i���.� _� - _=;_�=- _ =�—_� _�t ti� � '°• '�'�s �+�a� t +R �+ � i ! � � � �.� �+y ��1 � ' , a # CONT. C10x15. 3 '� SUB - FASCIA ! � � . ) r � �-",�, I_ � � ___ _ _. -i--- __ _. ! .dAN , _._ ____ — EXSTG. ROOF QUTI..INE ____ ___ . ; } � �� , � �� _ . _r � ____ _ � W10x26 � HIGH i _. _. _- - __� u � r- ` 1--- -� , EXSTG . , !N16x36 , ,.,�.� _ :_ . � _,�. _ �_ �_ � � - . � � ____._. ; . � _.�,_ ---.-;- � .,._..e..� �.... �'S _.._. — _ ___,-- _ __.�_ .__ .u____ __..�- � r. NEW STEEL DECKING 3C20 VULCRAFT OR EQll ( V. � -y ' i � �� �Mm��A R� �^� ��� ��� W� � �' � { ) � ._ '_ , �, E STG . W12x19 � 4 � � ,.,� � w/ 7" { NOM . ) CONC. SLAS REINF. wj #5' s t�? 12" ; � .���y ( LQW) - __ ` � � � i a. C . EA . WAY CENTERED 3 " MAX. STONE I ` ; � � �A R � � ���� 5� � o� �a ( } ( VENEER & MORTAR TOPPING} . ATTACH DECK TO ; � ' �s " q W1 CXx12 A U � �d- c3, � � �_ � __ _.. ____ ____ .____ ____ � STRUCTURE WITH HI �TI X- ENP - 19 L15 � � � ' g � � � � �..,I �U {�F � ��..T� � � A� t�C z � �� /,���,, � E � � � � � S3 ��� � , � � � � � � �, ��' `,'� � � FASTENERS IN A 36 /4 PATTERN ANd PROVIDE ' ' ; S3 � , S3 � A � E P � ATES , CC� I� I� EGT � � � � - � Y � � \ / ,/,f/ � � � ; ( 3} - HILTf SLC SIDE�AP FASTENERS PER SPAN � - ; ; ; ADD HSS Sx4 TO PLAT�S TC3 STRU �TURE W � �fg�� Z � z '� '' � ; � ; � , j TOP aF £XSTG, er�. F I L.L E fi W'E L D x 3 2 -- S I D E S Q �— °- �- - __ - -�� ,/,%��? �\ \ ; i � , -� , _; ! �t � � 1,� - ��� / GONTACT ENGR. UPON DEMO. TQ � , � � j :� � � , �, �- � =- � ,�c,�'M� T�' � REVIEW EXSTG. CONDIII�IS FOR ' � � ; � i �'� `� -� � `\J TYP , AL� L4CA ?1 �JN � ; i I I � � . � � 4� NEW STRUCTURE BRG. CONN. � ! o ; a , ; � � � � j i � � / ���' \ � ����� — — — — -- — — — — — —r- — — � � � ' � � � � � x X z � > { , =° � I I /�''r \ � � s ; c� s4 o a 1 `r� �XSTG. l�`1 � x31 � ! �_________� ' �-- •- •- � � � o0 EYSTG . V; , 2X19 I. ._ � � _ ._ �.._ � _ _ _ � � __ - -�- -! / - - - - - - -� - - - - - � -- - � _ _ e _ ._ s - - - - - - - - - . , I N N r� � � -� �- - - --r � c; : � j � � x NEW W8x21 � � � �+"�� � - � c'�o ,�. � _m_.. �. I .� � � � I } , � � � G EXSTG . ki+l�� 9 �v f i, 7x9 . � 0 (��j TOP �-- - �- - - '- � � ; ; .� � � f � ' w � � � ,�. r- � G ; � � � , , � 1 ! � � � � � � , ; ; � � , � 1 ! � I j( � � � � � � � ^� � � � i � � � { � � " ( { � � t 1 ' 4 � �"�. �\. 1 ^� m � � � 1/ ��.....�.�_ .________ € ,..._._._.. � _�_ � � s 2 � � °. � l t j � � � . � i 4 ` � 3 � � ! i ;' I, ; � � ; � � � � � � I i , ; � ,,/ � �,� � a � �` � c � 1 � � } � i , � � � � � ' � n � I t ! ' � , � i � � � � � ; � � i i ; � i ��,`1 � s3 f a: > _ _ ___ � � � i i >� � �. ' � �, ; � �..�. i � ; ' I j = I � � � E � � ' � i � � ; � � ,� � � ' —' Ge � � �TYP . W12 53 � �'� �` CANT ! , � � ' � I ; ` ; ' � DECK � � � , :�; ' ,� ! : ��ff = r; �,,° , � � � � r RIDGE BEAM ` � ' ; I , ; ; ; "' � � � - � � � __ , � , ',,' ' � �,/ ��.�..�i• { } � � � x SPAN , _ _ _ _ _ -_. �._ _ � � ! I � ' { ° r i c� = c7 c� � j ; � _ ��y ;'�i �f,y"�� � � � � 4 . ( � � ' k I � i i � � � � E �' 4 � f �'> i � X '�J +-1.� , ;t,� �iXl� �? ' ✓, � � { 3 � � :`���An�� �i5�,�'� ��,�o-Q'��� � a �iY4 f � o � . s I ' � ' S3 � ",, �} � z�' 1 ` f ; ; i ; I �, y � � � ; � ° � �-,� ��� �� E { � � E , ; � � ( � � � , � ! ; ,� , � � ,',�� �'� t� ° � � i ' t � � f C8 q �i E+7 � t.n . �) v� ' (� y{�, ,{� ��t � � � � � �� ° � G^ � 6`�'� '- "' � O �S.°/J ..__ ..... --- .._. . _._.. ':. � ' � ! i i 1 � I X ` X i X I �I , :� 3� � �, Y�1 ( . 8> S3d% d ATTACH NEW STAIR STRINGEftS & � "�".". .�°" .�°`.�" ;� -� �`"°`°'� d � � �°°-°'- �'°°"°. �° �'" �°�°°. ` °°- °°�""°" °° � ' �s � �; w � a i � W10x12 ' s C�'? 4' - 0 O . C. MAX. SPACiN�G �, oo � e�' �+ � � E \ 5 . G . VV , x � 2 � __. ., � QQ �' � NEW STAIR INFIL� JalSTS TO EXSTG. ; � ( ' � � ' ; ` ! �° ' Y�,�.M, ��������@��� , � I � � i l i � i � ! i � � .x�d"� l�p ,b�.. k w f Y�" x3" x3" SHEAR TABS . PROVIDE I � � 3 I EXSTG . 1 eN 4 _ � �O�'� � j { _ ` � � � ,� � � X �'`���� ���" ro� Y� FELLET WE�aS ALONG BOTH ___ _---- _____ __ __ __ _ _ _ . - -, _ __� _� ____ .____i I�__ _____�_��..�- _-___._,� � � ; � ; aa � �__ �.�- --( -^ --,� � o ; ; � i , � S3 VERTICAL EDGES, TYP . - , I H � P I 1 ,; � � 3 � � �, � t ; (N ) W8x10 OVERFRAME MEMBER � , '7 � � E i � � � ' � w f HSS3x3x3/s CO�. ' s @ 4' - 0 . i ��� 07128l14 :� � � � � � I , � � � �-� � � ' E + O . G ( MAX. ) BEAR �N EXISTING ' S4 `� < N W MOMENT FRAME �- � l _._ ._ ._ _._ �. n - __-_--f I__ I � A � T� . E 6 � ' � � � ; s f _ __._ _ __ _ __� . . ..��. ___ _ _ _ _ _ _ _ . r .._ ___--- -- --__ __� �_�_ � � ' PURLINS, TYP . USE Y2„ CAP AND 'f � ` � ,� � S E DETAIL 1 S3 FOR � , „ , „ --- �€ �, ���� w _ __ __ __ . _ _ _ _._ � � � � , ; � r 7 - 3 � � 5 - 6 }- � k � • � i j ; BRG . �' s PER CONTRACTOR , � STL. MEMBER SIZES AND � � j EXST� . 16N4 � €�� CQNTAGT ENGR. URC�1 DEMO. T4 � � � € ; ! ; CONTACT ENGR . TO REVIEW PRIOR � � C NNECTiONS c (��,J (",J,J ____ ___ - � � ___ _ _-- --- - --- --- ----- ---- ,�_' - �- � I I ' � , � ; TO ( NSPECTION . � � ,o .�, ,o ,S, � �� � ��n�w �s�rc. caN���naNS �aR _ _ _ _ _ � � ��� ' = � _ _ _ _ � _ . . r � � XSTG . �'�18x46 j � �. r _ �. �. _. � _. ._ � _. � _. .� � � � I SS SS, l � � NEW STRUCTURE BRG. CQNN. � � _._.. �. � � � � � ..�. .�... �... � � _ ; ; � I .� � � � _ � � i � . _ ` _ . _ � � _ - - - - - _._. _ — _ — + + I i �xsT�: . t����3 2 ;: � � � � � �- _ _ _ _ _ `►,,\ 2 = ! i ` � I �,+�- ; , � , � E .__.s__.. ..�..�.. � � ; 1 � ' ' � , � � NEW STEEL DEGKING 1 . 0026 ( VULCRAFT OR � �j` �- -� I E�°- °---° ( � �' _.._ _.,�,_ � � EQUIV. ) w/ 5" CONC. SLAB REINF. w f m � ._ i � ' y � � � � ~ �� � � _ - � � < < 4 GONTACT ENGR. 0. TQ ° � � � ,' 8x35 SL4PING BE �Lt�W� ���� O u ; � , W1 6X6 - W2. 9XW2 . 9 W. W. F. . ATTACH DECK TO ; ° ' � - - - - � DECK i _ _ .� 4 _ _ __. ' � ( � G , , 56 ; UP4N DEM � ; , � - -.. ,._.. � .�,. .� r. ._ _.,..; �_ m �--- ,.:.:�. z��.�--._ --:= STRUCTURE WITN HILTI X- ENP- 19 �15 3 SPAN 1 ( � _._ _ __ .__ _.. � _�.��- _ _ � � � � ` RE1tIEW �CSTG� eO�VDITION� �'OR � ; � __ _ f �-�� C� � , � � c ` � ` � : � ' " � S'j { � W C}x26 E ( HIGk-I ) � ` ��A TY � € � � At� . � I , -�- , � NEVY STRUCTURE BRG. CONN. ,� � � � g FAS7E(� ERS IN A 36 f 4 PATTERN AND PRQVIDE ___ � _. � „ � �, : �� t��;-- __ � __._ _. �t. _ .. _._ _._ � � � DECK ; � ; ' ; c�' ; �_ ; o ` � � �„�O � � ., CONT. G10x1 �. 3 SUB FASCIA � � ____"` 7 � _ ��, X X � , Cr3 C� C, 1 f_> ` �. G: _ � n ,3�_v,� 4J ___ _ __ ( 3) - HI �.T( SLC SIDE�AP FASTENERS PER SPAN . � I � � __ _ _ -- -_ __,_ ____. _ __,____ __ __ ___ _'__ ( SPAN ; ; , �; � � ; � _ ! S3 �. � Q _ , ; - - �-� �s �''*� � W W I E ; , i � ; `� « � � ` � x ` x x ' x ` � � x '+,�..r i � z z ONTACT ENGi2. UPON DEMO. TO ( ¢ ' � � ; ; : ` � � �' • � ' �; � �3 �' ; = � � ; � ! a� o-=� . 6 --� �'c� e--� � I r� � � � NEW G6x8, 2 CC}NDIIICN�IS Ft�2 � =-' --' �-- ; ' �--- i — — ,--- -a_ � �ti z� , �I � � � � � � � EY�EVY EXSTG. ( ,n � � � , ; , F v; � 'v; ca — e.� — ca — � — : � � � 3 c� ' '� � �� ��'A _� � � I tn � � tt� NEVW DECKING BRG. �ONN., TYF. � �t- ; _� � � � x s �? ✓ x f �; I � �— —� w— _ . � �-- � ; ._ � � .._ � � � ,..a S3 �Q � � � .� �- - — — � � -� � .,�.. ,..� � � o , � a" ; ' ��.s � `_`_' ; ' � � �j � �� x � � �E x � ; S3 X � � � , - _ Sq. _ � � . _.._ �°- , � '°,�. �."_" i � <- cti: � , � � � ,,_, i j � a. � w a� �, � � E., � � � w c1_ � � �_ , � � � � ` E X � TG . j1��!i � x � 2 � � t � � ! � I ; � a.`t�..a .� ...�.�.. I _._._. � � .� .�._. - - - _._,.�. ,�. � � ..�... ..�. ' _�.�__ � Q a � _ _ � � ._ _ ._ E � JF, � c� c� E � . � X � TG . �1r18x �� �, E - � � � � � � EXS �� . ; !�J� 2x22 � � ��L� � _� __ , ,� � � � , � � ,-- r � � € I � ; , , �=3� - — � � � c i cv i � ��� f _ _. _ � 1 .._ � � � �p ��j i s � � � � }- _._._ �,1 � � _ � ____. �. .�_ � _ . ._ _ _____ � � � _____ ____ _____ _ � _____ ____ � � � _ ca ; � ' P � ; � , � ( ' ! _ � � � � � �E k-�'- � � - i � r � ' � � ',, � f = � � � € ! � � � � t.� c..� � ' � � � � I <c,, p�1` ,,- / i ? � � � EXSTC. ROOF OUTLINE �� � I ` � X � � � f � i �� j L U � � � i � d _ _- a - i i x � , <- i � I �` � _ , � � 3 ' � E w� aX� 2 ' ;� � : � i j! I � l � � � I � ` � ' � �; � � � � � Ex � �� °� � ;�� . ; ! ; ; i I � � � � i � � ; : II + I � � � C�} ( �ow) � . � � � / �� � � � � � � s � � � � I I �, cu � ExsTC.` Pu � �� �v � BEa� ;�, ! r � � � � I N C� R TH � � � � ea�-r�cT �vc�. uPOrt o�o. ro � � ; �1 � --.__ ___ _ __ _ I G ! REVIEW EXSTG. CONDITIONS FOR � ° I I X ; oN ToP aFl �vEw st� . ; � ; I \ �1 �..J � � i \ t� 1 \r I i �V �� i � l�1 1 �1 S C A LE : 1 4 " = 1 ' — 0 „ - � � � � x c> ; { I NEW STRUCTURE BRG. CONN. � I � � i �� C� � ! , ; ; ; � � � C ` CQNTACT ENGR. UPON DEMO. Ta � �..� _._ _ ___� � � ' � ' ' I i ; c� ; =' REI+IEW EXSTG. CQNDITIONS FOR � � ` ` ; �? � � � ';; � NEW STRUCTURE BRG. CoNN. � PLAN NOTES FOR NEW FRAMIN � : � �_ � � ; _ ; v� I ; x � � � �'� �, i -�-. � � � xs ;� . ��, a � X �� ., � / c � � � . � a �; ��o� � �--�., � ��- ! � � ° � ; � � f t � ` � EXSTG. �I1 e� x .� � a ��°�1"` ,� _ _ ._. . 6 �„` � _ -� ` `�." i i .��". .� .�`�` _ _ .- -. -,. - - - - - - - =�_. - - - - . _ T . _. __ �" 1 . ,�°i'i' � INDICATES ROOF QVERFRAME . � � �-�- __ _ __ __ _. � �� ���� - - - -f- - - - - 1���� _ � � � ; � ; b�l _ , _ _ . ..__ _. � � 4 �, � �� � ��; i � _____ � <}3 _____ ____ � i� � � c � � � � � 2. EXlSTING CONSTRUCTI �N IS lNDIGATED TNUS ( ___ __ .__ ___ ___ _-- ) , NEW GONSTRUCTION IS INDICATED 7HU5 ( ) . �i � .��. � � ��y� � , � /� r � �., � � � � X \\ ��, EYSTC . � V�8x1 Cl � � S4 _ � j � � \ ��,� --� , �� � �� � � ___ _ � _�� � EXSTG . ��J� x1 �J ' ���� -;-�j !" � ; -�--�-� .--�.� � �� s � ; , / IN LIEU QF Bt�LT� C� CAP 8c � � �. � � � � � �, , %,� / BASE PLATES; C �}NNECT GONTACT ENGR. uPO� Q�o. To ��` �, � � , � �� � �, � 3� „ REi11EW EXSTG. CC►NDfTif}NS FOR CflNNECTfON SCHEDU �E � �) ; � � /� PLATES T� STRU�CTURE W � %76 NEW STRUCTURE BRG. GONN., TYP. L4x4xY4X�' - 5Y2 wf C2} - f4" � THRU - BQLTS EA . �EG OR WELD ' . ; �.� � �,��� � � � �j � � �ILLET WE�..C} X 3 � Z � ""' SIDES, � ( SEE DETAI � 7�53) DSL. ANGLE MAY BE US� D BU7 NOT NEGESSARY ; � `�� � �' ���� � �� �°� �� �� �, �, ; �,� �. � � � � � � � v � �� i,��. � STC� . ��,t� ;; 10� �P ♦ ��.1... 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EXISTING CONSTRUGTIC?N IS INDICATED TNUS ( __ _._. _._._ w _ _-_ -_- ) : � �W CONSTRUCTION IS INDICATED THUS ( } . x E '�------ �---- --- ` �k�, � �, � I � f `' Q ' G 3yy f Ef� M � T � �J a � �� 4- i `�°y,;' , � � � 4 REVISED (� 5 /23 14 j � � E x s �r� . �� X � c � � W � +,��, s� M . R E U I S E D t? 5 f 3 (},/1 4 � � ' � � � �' �� 5 REVISED 06 , � 3 14 i � � W `° s� REVISED tJ6 16 14 � z � ��. �� � xs �� . ti�r� x � � `� OJ REVISED Q7f� 8 /14 � � � ,. � NEW STEEL DECKING 1 . 5VL20 ( VULCRAFT OR c� W8x10 EQUIV. } w/ 3y2" CONC . SLAB w f 6x6 - W1 . 4xW1 . 4 � � � W, W. F. (CENTERED ) { 3" MAX . STONE VENEER & � MC7RTAR TOPPING) . 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T S � � A P 8 c -�-,-�V-�- , �� � _ ' � � � � r �� � y�„ � ��� �d� B A � E P � ATES ; � � � � � � T � ; ; " Y4" sN � �� �: PERMIT 05 /C79 f 14 � � I i� I � SCALE: 3j4�, _ � ' - 0" i i � 4„ x0 ' _ 4,> yd/ s3 � w8X� a --f � � I �i I 3�4:� � THRU -- BQLT REVISED 05f 23f 14 PLATES T (� STRU � TIJ W 3� � �: �- REVISED Q5 3 � 14 ��-� � � � � � L � T w� L � � � " � z ) - � � � ES � i ; �� ! � A�� R: 5,��} X � �� X�� - , � �� ' > Y�" ; ; � �� � �� ��� w��� � 2)— si � �s REVI SED 06 /� 3 /14 T 1 � . f'1 � � � � 1.� !"'1 1 � V TOPPlNG PER ARCH . Q i i � ;� , ( EAST 8c WEST) REVISED (� 6 16 ,14 11� LIEU C} F B � LT� � CAP 8� � y¢,� � � „ � , � REVISED o7 /2g � 4 CONC . SLAB PER PLAN g � � E � L :t°l ( � � ; � C� N N E C T _ _ _ _ ' � �� � , { � � � � � � �k ' 4 I i l � ' n PLATE � T�J STRUCT �f "� �` " ` 4; � ° ' o � u � ,�„e� a ` 1 V �� r'} ('''� � ~ S�t �� t ` � � STL. POUR STOP ANGLE FILLET WELD X � ! ' � L ) � � � LJE � � E {� I �I I� { MATCN CONC . 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X — ENP - 19 L15 �'AST`ENERS NEW WSx24 COL. �- -----__.,,,_.__ .� � � � -` � ,� IN A 36 /4 PATTERN 07/28/14 � .. � -,. � . �. -------_____ MOME �IT � RAME � UVEST E �JQ � HI � N } � ' ° �,6" � � � � � -� - �. � �. � �� � � � � � � � � � s � ' ° � � � � I 11 I � R �. �': °° �- I G� I 5/s" xBM . WIDTMx1 '— C7 � � .� . _ I II I � ��� � "�'� �'4» � `' �.: � � , �� � � E�STG. W16x31 � („� cv � SCALE: �/k�, ^ � , _ 0" � � i� � � � � � -� - -- � � � HSS 5x5xYz �4 , � � 3" RETURN „ � � I� � = � — — � 'r^� � Y¢ . �I I � I [� � — � y „ � � � �� � , � � 4 � � I ;k I � � � � �� � i ❑ �� � E �E � � _ - �� i � � � o" � aN . � � NEW Ya.» SlDE P �ATE AS I il I I I ��I� ��� � SN �WN ; WE�DED TO EXSTG, I �I I � j 1 ' _ 6 " �4,} (N ) W8x10 OVERFftAME � � � BM . { HIGH ) , NEW HSS COL. � I� ( ( � � MEMBER w/ HSS3x3x3/s AND PRE— WELDED TO TOP j j( � PRE— WELD SIDE � AND BOT OF NEW HSS BM . � �� � � # PLATE TO HSS BM . �� G�L. ' s C�7 4' -- 0 t?. C. � � � � �� i � � PRIOR TO P �ACEMENT �' { MAX. ) 3/s"—�,— � , � � � � Ei ! # � HSS 5x5xY2 il I � { CAP 8c BRG. �': �� � �•,� �`�"--�'`\ Y2" x6 " xo' - 4 ��� �'`-^``,--^ � ��� --�'-°`���\ ., � SCALE; 3�4�} _ � ' - 0" � � M--9 S4 �_� � � 3�6» �f6�f � � � � MOME �1T � RAME @ WEST E �ID { � OW ) � � � � � � 1� � _v� � NEW W8x21 SCAL.E: s/� ,� � 1 , _ p„ NEW Ya." BACK PLA7E : �� � � S4 AUG O � ����} 6 " x V. LF. WELD TO � �6 � � k . (; I 4 TOP 8c BOT. P �ATES � il � i i � � ' I � k NEW W8x10 (�VERFRAME � I �! I � � � AFT�� designed by MTN �� � { �f4rx � r� � � � -- �---� ' drawn by GLR f M TN > � � � �� � � � _ � z ��� � ����� � � �E i � c � _ r�.� ����� �` � �� �:� �� �� �r� �� �re checked by TDH � I1 � i i I � i i CAP R,: Y2' x6 " x0' .- 4 i� � � �� . � �`� �� �� �,.�. � � I �E e � � � � „ � � � �, issued � r , i i � /s '� � il � � E — .,� i i � , � s� � � � > �� ; ; waX� a � � � ,� .�� �� � � � � PERMIT 05 �09 /'14 � �3 � � � �, ,� �a_ . I +� I � ' �- � ,�a � � ; �� . � REVISED 45 23 14 � AS� �: sfs,: xs » xo' — � o oR � �� � � � � _ =w.�� � � . s , �. ..�_ ,� . . � � r .�� � REVISED 05 �3 � 14 FIELD WE�D ( 2)— SIDES � �� i E �4 }' I ` E� E \/� � E [j Q � J13 14 ( EAST c4c WEST) ( �� � i i ±I i i L � �� � { » ° Hss 3X3X ;6 ; ; REVfSED fl6 1 � /14 i I , Y4 � c . P . � � � � � ii � F "' � � �}� � REVISED 07 f 28 /� 4 i i � �� � _ � � � � � _— _— � =, i � i �� I ' � � � if I 3f�°° i i I �j i �l� I i� I „ » „ � Y4" WEB STFF`NR . , BRG . PLATE : Y� x11 x11 � '1 ( j j � W E�D E D T O E X S T G . B M . W E B i CENTERED 4N NSS COL, 11 I �� � � — � � = = � — = .= � sheefi �� � � � � � �� � jj i EXSTG. W16x26 � !I � ! !( E EXSTG. W14x26 � SCALE: 3/4" = 1 ' - 0 " 1 SCALE. 1y2" = 1 ' — p„ S4 S � J � B �13a3 - 1 t�