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HomeMy WebLinkAbout24I I I 6 PRECAST LINTEL (TYPICAL UNLESS NOTED OTHERWISE) 7-3/8" X 12" X 3/8" BEARING FIN PLATE WITH (2) EACH #5 X 5" LONG BARS WITH 2" HOOKS - TYPICAL AT D6 A401 "' J1013T BEARING 113'-4" '(16'-4' ABOVE AD ITIONS F.F.) 5 ENDS AND MIDDLE OF BEAM 26K7 AT 5'-8" O.C. i 7 3/8" X 12" X 3/8" BEARING PLATES WITH 5" LONG ARSH 2" HOOKS INTO BOND BEAM(TYPICAL) ARCHITECTURAL WALL SECTIONS 0 3 2 HOFFMAN ENGINEERS, INC., P.C. 8261 BASELINE ROAD PARAGON, INDIANA 46166 765-537-2991 FAX 537-2992 hoffmonsc®aol.com D 3 I_ — e A401 I � � Q co 27 7D Cn oo C o ao Z z o o ¢ 0 20 GAGE o� Q 1_441/4 VERTICAL WITH B -DECK =CD r, o _ (2) 3/4" X 5" ANCHORS X X"EPDXY INTO C.M.U. (TYPICAL X AT ENDS OF BRIDGING) -SEE J r")ARCHITECTURAL WALL SECTIONS I� PRECAST LINTELS THIS WALI. MUST BE SIZED 10 SUPPORTA PRECAST LINTEL UNIFORM LOAD OF 2,000 LBS LF (TYPICAL UNLESS NOTED OTHERWISE) IL 7-3/8" X 12" X 3/8" BEARING PLATE WITH 2 EACH 5 X 5" L0N JOI T BEARING 112'-8>, .......... ... .... ......... .............. () , ..... .......... .......... .......... .......... ......... ... .......... .......... .......... ....... ........ BARS WITH 2 HOOKS -TYPICAL AT (15 -8 ABOVE AD ITION S F. F.) ........... _....... _....... ......... ENDS AND MIDDLE OF BEAM R.T.U. M F" e WELD VERTICAL ANGLES TO REINFORCE EXISTING JOIST BETWEEN TOP & BOTTOM CHORDS CENTER OF EXISTING JOIST EXTEND ENDS OF - CHANNELS MINIMUM 2 W1 600 CONTINUOUS SIAGUERLIJ UNFLK ANU LUWLR — SLL ARCHITECTURAL WALL SECTIONS W1600 CONTINUOUS W16x40 CONTINUOUS SEE FOUNDATION PLAN AND ARCHITECTURAL FOR DIMENSIONS 6� L! A403 SIMILAR 14" X 14" X 1/2" COLUMN BASE PLATE WITH (4) 3/4" X 12" ANCHOR BOLTS WITH 4" HOOK (TYPICAL ALL 6x6 COLUMNS) PAINT LOWER PORTION OF COLUMNS AND BASE PLATES WITH BITUMINOUS COATING NORTH /"`� E 15 S, 4U.5 ROOF FRAMING PLAN SCALE: 1/8" = 1'-0" 3 2 IS 11 Z BYRUM ARCHITECTS 8910 PURDUE ROAD, SUITE 680 INDIANAPOLIS, INDIANA 46268 317.471.1200 FAX.317.471-1224 © Copyright 2010 C. y `STERF6 �3 L_1_ No. z 16188 STATE OF O� �v (� //VD I TION A L Certified By z Drawn By Checked By JB SH Date 06-25-10 Revisions: Use of Documents The Drawings, Specifications, and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project and shall not be used on other projects or additions to this Project without written permission and due compensation to the Architect Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of building, the major architectural elements and, in some cases, the structural, mechanical, and/or electrical systems. The Drawings do not necessarily indicate or describe all work required for full performance and completion of the require— ments of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. 11 Z ration rris St. IIndiana 7cu Q i Im W 0 ai L_1_ -ill-iia c:c U CDW U z � L (DCU Q �U c Ury _0ICUo �CU o V O C. 0 ��06 ~ O06 o ry L. Co CD o -U) E U� o �a O LL ♦n U d r Sheet No. S301 Project No. 10004