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HomeMy WebLinkAbout06 S200 Structural Steel Plan.pdf2.594 FOl1R ANGLES I � 1�2' STEEL � P�aTE "' PLAN � � � SECTION 24K9 HEAVY DUTY DEfAIL SCALE NO SCALE e�iNC Pu�� �Era�s O SCALE: 1 "= 1'-0" � 3/8" STEEL N 4'� BEARING - PLATE � 5/16 � 5/16 PL4N � � SECTION TYPICAL REAR JOIST BEARING PLATE DEfAILS sca�E: i "= i'-o" �• IYPICAL BAR JOIST BEARING � oN e�oac wnu oera� sca�e ��2-= r-o° 3/8" STEEL N p�aTE � ROOF TOP UNR FRAMING SIZES: � ALL DIMENSIONS ARE INSIDE FRAMING PLAN DIMENSIONS FRAMED WITH � �/z°x i i/z"x 3�a° nNC�Es � � � 3'-o is�is"x 5'-� �/8" 2� 3'-0 15�16"x 5'-7 1�8° SECTION �3 3'-0 15�16"x 5'-7 1�8" iYPICAL REAR JOIST BEARING PLATE DETNLS � 3'-o is/ie"x 5'-� i/s" SCALE: 1"= 1'-0° � 3'-0 15�16"x 5'-7 1�8" � 3'-0 15/16"x 5-7 1/8" � 4'-1 3/4„x 6,_6„ 11 1�8"x 3�8" PLATE STEEL CONTINUOUS AT ALL WINDOW OPENINGS (TYPICAL) TYPICAL PLATE STEEL AT WINDOW LINTELS DEfAIL SCALE: 1 �2"= 1'-0" T�._. �,a building Ilne REAR BEARIN 15'-4° A.F.F. 17"-0° AF.F I FRONT BEARING HT. � 18• 7•• AF.F. building Ilne I I I i i i �----�---L'-�x- � �I I � G � �� I � I I I i I � �I � � � � � � � � � � � o � � Ll"x �1"x 1/8"i HORIZ BRIDGE BRACING i I � i � ia i �----1-----U�-----�----ol------1--� --Ul ---- I� I ol � �I I I YI IY }I_^ I YI Il' I }I J �'I I I tiN IN I°a I I NI IN I I� NI � � o� � ��w� � � � � y�w �, c,+^� N v? I N v . _�� ���F�_ u° �° t/a'_H Riz. eRi c eRncNC �+ n ----- --- ------ -- --- ------ ----- i O 0• -� i i � i i O 0•e ��� � �I I � I �� I � I�`�°� � � � � � � I � � � � � 36V 9M.SK 36VG M.5K J 36VG �� � a� � i �i �i , , I I I I I24K9I(BAR OISTS�I � � � � w � � ��a a i } � IY �I~ I YI IN >lo N `� �� ww � / � �,�w o, Y�W I.G i �� + 0 `� � � o��+. 0� I 1'� I �� � � �� i i VQ �y� i i i i o o Q i i I I i I I I I I���+� �� I � I I I a�a I I �I �I I'�� � i i� i i i i i � v i i I I I I �'p LY'x 1" 1�8° H Rf�. BRI OE BRAOINO m i i i i i i ____ __ _____ ___ ______ _____________ � a 24 9(BAR OISTS) i i i i i i i i i 148'_8„ � U I � � i� � I � �I I �I i I �I �I � � �R � � � � � �� �� ia i i � I� �I~ II �I ml� I I I I� ��w � � � ��� � � � I� I � I �I �,_Q,. � g_�,. 2'-0 5�8 15, �,. (�) s ncE ac '-o° c. L1"x �1"x_1�8"� HORR RIDGE RACING � � � �(1) 5 ACE at -0" 0. r___ ___ _ (i) s acE ac ' c.a- ----- � f �(i) sPn E or s-6r" c.c. �� i i (1) S�ACE at �F'-0 3/ " C.C. i � i(1) SPA�E at 4'-10° C.C. i (3) SPA ES at 5-0" C.Q (4) SP C at '-3 5/8' QC. i i i i i i, i i � i i i � ' T � T O 1"x 1'x_118"_ ORfZ_ B IDGE�B ACING �� T���L �'p��G ____ _ _ ______ ___�_ _____'. _ 6:+ i i i i �¢iw ��� `P t� i i ��B 61_C�� i i � I I I I=°I��°�o+���� I I�T ��,: ��� I I I I yvll I I I I I I N W18x 35 � W18x 60 W18x 35 BEARING HT.= � BEARING HT.= BEARING HT.= - +9'-4" AEF. +9'-4" A.F.F. +9'-4" A.F.F. TS 4"x 4°x 3�8° � � BFARWG HL= +10'-5 1�7' AF �,_4„ ��,_R„ 25'-0 5/s" �s,_�„ REAR BEARING HT. �5'-4" A.EF. � � U O m SRtUCR1RAL SIEEL FRAMING B UM0. piVATION SCALE 1/8°= 1'-0" swoszoo � 3 W18x 40 x �� � b O � m i � � FRONT BEAftING HT. � 8'-7" A F E � �9'-4" A.EF. 1 I NOIE: � � ALL STRUCTURAL STEEL COLUMNS SHALL BE EXTENDED TO 8' BELOw FIN. FL. I o� �o ��.����� ���� �� SR2UCNRAL STEEL FRAMING p ELEVA710N SECTIIEON SCALE: 1/8"= 1'-0" szoo szw � i � � � � I � I I �I I �I �I � � Ik I �a � � ia i i IY �I~ I YI �� ��= � �� � w =1� I� � I ��w ,s�° �� � � + N� � F I�� I � � � oJ6+ 0 � � i �� ° i n�i i i i 37.i, 3�8ri i c. � C. �� i i i i i i a I I (2) SPAFES at �'-9 11 tl6" C.C.I i �i� I � x i i i o � �� INST LL 3"x "x 1/4' ANGLE Q w�w BETW EN THE TWO B� RWG z° � � HEIG�TS ��� � � w w °Y' � a w . 61: C�� c" i� V' O�' �0 � o a O�' �'b � i ,C� i� i >i i>C� '7 �'�; -!j�, w wcn .+ d. �O 0��"I� � m�� O�' ±�� � �� � � � � � �y � � � �O N 0 N WiBx 35 W18x 35 BEARING HEIGHT BEARWG HEIGHT 9'-4" AF.F. 9'-4" A.F.F. .F. sioo^smo U ° 17'-7 3/8" 9n' n' TS 4'k 4"x 3/8" CROSS BRACING W18x 60 3�8"thick x 11 1�8" STEEL PLATE (typ CONTINUOUS ALONG FRONT WALL RFAR BEARING HT. i6'-0" A.F.F. � � U O m W18x 40 TS 4"x 4"x 3/8"— BEARMG HT.= +�o'-s �/z" a.F.F. � � 0 � i I � I I I � �I i �I �I U�I iU � � � � ;� �� � � �k k N� �N . c I¢ I I I IT�s��G O 6�:'�i2 id i i i i 6'"+s I� �� L3'x x 1/4"L HOPoZ ypRIDGE �" � olr BRACI G WELDtD TO BWTTOM 'O i a OF T P CORD � OF BAR �JOISTS �' �'J AND TEEL CO UMN � ' �I� �p� �� r I ���5��_ I� Y�w .s� � � � � o s..� NV� � .+�_ 6.,+ �� r � � I - � oJ�+ 0 � � i V�5 � i �i i I �°I I I I REAR BEARING HT. � _ � w� �LL ° c� d Z �K� Q W imm �: � � �, _ " 0 4 d��_ nzQ a 8-- �, � � � Q �w. mm COLUMN 1 BEARING HT � � oov�7ivi.on � � � �ovo�rvr.�n � � � 7,-8° AF.F. c � � �S �CG c� � � � � � 0 6,.�� � �� � L3'x x 1 4° HORIZ. RIDGE 6''"+6, �, M�a � F BRACI G WELD D TO B TfOM �' o� z m 8 i i i i OF T P CORD i0F BAR iJ01STS i '-�i �'�. i m¢� ' AND TEEL CO UMN �-� � m 6, i i Z�.i �., i i i 29. �i 3�g�. L_____J_ ___ i i i i i i i i i i i i I`�' I I I I`�' I �1) S ACE at ° C.C. I r �a (15)i SPACES iat 5'-0'� C.C. �a i ��) 5 iACE at i'-0 3� " C.C. i i � w LL �� �� �� o� o� °�a i� �i� i i i �i� i i i i i i��a zI� ..0.���i\� I I zI� ..0.���i\� I I I rOTS6-.G'�i� I 3 m m i miw �i�+F. i i miw �i.+F. i i i 6,+ i_ i � 6.0 � ����� �+ � � � ����� �+ � � � � �� �� � G� G� �T �'�., i i �,�0 i i i i �,�0 i i i i i d�, i FR� � � W18x 35 � � W18x 60 � 19 BEARWG HEIGHT BEARING HEIGHT WSTALL 3"x 3°x 1/4° ANGLE BETWEEN THE TWO BEARING HEIGHTS � 9, 4„ AF.F. 9, 4° AF.F. LQ�DING: STRUC7URAL SIEEL FRAAIING � LINIEL ELEVAiION SCnLE�. 1/8"= 1'-0° szooswo � � � n � � 29'-7 TS 4"x 4"x 3/8" CROSS BRACING � i N LNE LOAD 10 Ibs DEAD LOAD 5 Ibs SNOW LOAD 25 Ibs STRUCTURAL STEEL FRAMING PLAN scn�E: �/a"= �'-o" � 9 � a� � z 3�S°thick x 11 1�8° �NO7CH PLATE TO PASS ' sree� P�are (typ) nROUNO co�umN (typ) Q CONTINUOUS ALONG m FRONT WALL i II FRONT BEARING HT. 19'-4' AF E II � 9'-4' AEF. NOh: � °' ALL STRUCTURAL STEEL COWMNS SHALL BE EXTENDED TO 8" BELOW FlN. FL I� _ — ��.���� � �� ��� I a N E E � 3 0 0 0 0 � O � ° v° A � o � o� � � �/ W s VERSATILE CONSTRUCTION GROUP, LLC. 5]0 Eas� im<y Foatl. Suite fi10 Nerv WMtelon�, Intllono 9fi184 PF 3P.53535J9 Fac ]1I.5353581 � � a di � . rl � C � � � �.r. w � a �' � � � � � U � U � i� SR2UCRIRAL SIEEL FR�WING � ELEVATION SECTION SCALE- 1/8„_ 1. 0.. swos2w Job No- Date Stamped- 13039 02�18/14 Drawn By. Checked By: Scale: caw tab 1�8°—Y 0,• CAD FlLE e��i3o3e��zoo �w�t��ai ��eei pia�dwg �\h��N�'A e��F� �� = No. _� 19700309 * i.�A STniEOF �� CERTIFIED BY: THIS DRAwING IS THE PROPERiY OF VERSATILE CONSTRUCTION GROUP LLC AND IS NOT TO BE USED FOR ANY OTHER PURPOSE THAN THE PROJECT DESGRIBED HEREIN. sxeEr rrt�e�. S 200