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NOTES: <br />1. ADDITIONAL MEMBER REQUIRED <br />WHEN LOAD IS MORE THAN <br />4' FROM PANEL POINT. <br />2. STEEL JOIST. <br />3. STEEL ANGLE 2' X 2' X <br />3/16' EACH SIDE FROM TOP <br />CHORD TO NEAREST BOTTOM <br />CHORD PANEL POINT. <br />4. STEEL ANGLE 2' X 2' X <br />3/16' EACH SIDE FROM <br />BOTTOM CHORD TO NEAREST <br />TOP CHORD PANEL POINT. <br />5. TYP EACH ANGLE EACH END. <br />ADDITIONAL WEB MEMBERS FOR CONCENTRATED LOAD OCCURRING <br />AWAY FROM JOIST PANEL POINT <br />12-936 NO SCALE <br />A CURB TO ANGLE <br />ANGLE CONNEC11ON NEW RTU <br />NOTES: <br />1. EXISTING STEEL JOIST. <br />2. NEW ANGLE - <br />4'X4'X1/4' <br />SEE PLAN FOR LOCATION. <br />3. SEE DETAIL 01 FOR ADDITIONAL <br />WEB INFORMATION. <br />4. CURB BY OTHERS. <br />5. 1/2' DIA BOLT AT 48' O.C. <br />MAX. SMIN 2 PER SIDE). <br />6. 1S 11//22 A 1/2'x12 GAGE TUBE <br />L. <br />7. f12 SCREWS AT 12' O.C. ALL <br />AROUND UNIT TO CURB. <br />B ANGLE TO ANGLE <br />NOTE: - <br />EXISTING ROOF NOT SHOWN <br />FOR CLARITY. <br />12-936 NO SCALE <br />(2) <br />(1) <br />(3) <br />NOTES: <br />1. MASONRY WALL. <br />2. CONTINUOUS TRACK LEDGER TO <br />MATCH JOISTS WITH 3/4' DIA <br />ANCHOR BOLTS AT 24' O.C. <br />3. BOND BEAM PER G.S.N. <br />4. CUP ANGLE PER MFR AT EACH <br />JOIST. <br />5. PLYWOOD SHEATHING. <br />6. STEEL STUD JOIST. <br />(4) <br />(5) <br />(2) <br />NOTES: <br />1. EXISTING MASONRY WALL WITH <br />CONCRETE STEM WALL AND <br />FOOTING. <br />2. NEW MASONRY WALL. <br />3. FINISHED FLOOR LINE AS <br />OCCURS. <br />4. 5/8' DIA ALL -THREAD DOWEL x <br />24' LONG AT 48' O.C. AND AT <br />NEW WALL BOND BEAMS IN <br />THREADED 5/8' DIA EXPANSION <br />ANCHORS INSTALL ADDITIONAL <br />AT NEW HORIZONTAL STEM <br />WALL REINFORCING. <br />5. CONTINUOUS CONCRETE STEM <br />WALL AND FOOTING TO BEYOND. <br />NOTES: <br />1. MASONRY WALL - GROUT SOLID <br />BELOW GRADE. <br />2. FINISHED GRADE OR CONCRETE <br />SLAB AS OCCURS <br />3. 1 #5 CONTINUOUS IN 8' DEEP <br />GROUTED BOND BEAM. <br />4. DOWELS TO MATCH AND LAP <br />VERTICAL WALL REINFORCING PER <br />G.S.N. - ALTERNATE BENDS. <br />5. CONCRETE FOOTING. <br />6. CONCRETE SLAB ON GRADE. <br />CFS JOIST AT MASONRY WALL NEW MASONRY WALL AT EXISTING MASONRY WALL MASONRY WALL FOOTING <br />458-301 M NO SCALE ul" <br />812-02.06 NO SCALE 108-51 NO SCALE <br />NOTES: NOTES: <br />1. EXISTING MASONRY WALLS 1. WINDOW AND/OR SILL - SEE <br />2. CONTINUOUS TRACK LEDGER i i (1) ARCH'L DRAWINGS <br />' TO MATCH JOISTS WITH 5/8' i I 2. BOND BEAM PER TYPICAL DETAIL <br />DIA. THREADED ROD I I OR G.S.N. <br />(1) INSTALLED IN EPDXY PER GSN n-J-1--- (2) 3. MASONRY WALL - GROUT SOLID <br />- INSTALL AT 24' O.C. MAX. BELOW GRADE. <br />3. EXISTING SOLID GROUTED AT EPDXY (3) 4. SLAB WHERE FINISHED DOCCURS.E OR ONCRETE <br />(5) LOCATIONS. 5. DOWELS TO MATCH AND LAP <br />10 4. CUP ANGLE PER MFR AT VERTICAL WALL REINFORCING PER <br />^�JOIST. G.S.N. - ALTERNATE BENDS. <br />(6) / (3) 5. PLYWOODSHEATHING. <br />6. CONCRETE FOOTING. <br />6. STEEL STUD JOIST. 7. CONCRETE SLAB ON GRADE. <br />l7) (4) 8 GROUTED1 #5 CONTINUOUS IN 8' DEEP <br />BOND BEAM. <br />O 9. 4'-0' MAX. - SEE ARCHT <br />DRAWINGS <br />01 <br />10 <br />10 6" EMBED ------- <br />(4)00 <br />O <br />2 / ;. I <br />I/ (8) (5) <br />CFS JOIST AT EXISTING MASONRY WALL <br />(6) <br />don*) OPENING IN EXISTING MASONRY WALL <br />Gw / <br />12-994 NO SCALE <br />NOTES: <br />1. EXISTING MASONRY WALL <br />2. PACK VOID SOLID WITH MORTAR. <br />3. NEW MASONRY WAFERS <br />4. STEEL BEAM PER PLAN. <br />5. 1/ex7 1/2' CONTINUOUS <br />STEEL PLATE. <br />6. STEEL BEAM TO STEEL PLATE. <br />CONSTRUCTION PROCEDURES: <br />SHORE EXISTING MASONRY <br />ABOVE OPENING. SAW CUT <br />AND REMOVE MASONRY. <br />INSTALL STEEL LINTEL AND <br />REPLACE MASONRY AT LINTEL <br />WITH MASONRY WAFERS TO <br />MATCH EXISTING. <br />-55M NO SCALE <br />NOTES. <br />1. MASONRY WALL <br />2. BOND BEAM PER G.S.N. <br />3. STEEL BEAM. <br />4. 2 #5 x 3'-6' LONG IN 8' <br />DEEP x V-O' LONG GROUTED <br />BOND BEAM. <br />5. CONTINUOUS LEDGER ANGLE. <br />6. 2-31e DIA. AUTOMATIC <br />WELDED THREADED STUDS ON <br />BEAM GAGE (TIGHTEN NUTS <br />FINGERTIGHT). <br />7. 1 1/2' LONG SLOTTED HOLES <br />ON BEAM GAGE- TO <br />RECEIVE STUDS. <br />8. 3/4' THICK 6'x12' STEEL <br />BEARING PLATE WITH <br />2-3/e DIA ANCHORS OVER <br />1' t DRYPACK. <br />(4) <br />MASONRY WALL FOOTING AT WINDOW OPENING <br />108-91.02 NO SCALE <br />NOTES: <br />1. EXISTING MASONRY WALL TO BE <br />REMOVED AT OPENING <br />LOCATION. <br />2. CONCRETE SLAB ON GRADE. <br />3. EXISTING STEM WALL AND <br />CONCRETE FOOTING. <br />4. EXISTING CONCRETE SLAB. <br />5. CUT EXISTING STEM WALL TO <br />8' BELOW FINISHED FLOOR <br />ELEVATION. <br />CONCRETE SLAB AT WALL OPENING AT EXISTING MASONRY WALL <br />801-21.02 NO SCALE <br />THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY - NOT FOR CONSTRUCTION <br />(8) OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED Im <br />WRITTEN SIGNATURE. <br />PROJECT NUMBER 12-994 PROJECT MANAGER RAD <br />PROJECT ENGINEER APB PROJECT DRAFTER DB <br />CARUSO • TU RLEY• SCOTT. INC <br />consulting structural engineers <br />STEEL BEAM AT MASONRY WALL 1215 West Rio Salado Parkway, Suite 200 <br />204 420-01 NO SCALE Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) <br />www.ctsaz.com <br />BAKERY CAFE: <br />#1693 <br />SYSTEM: G3 (GLOW) <br />PROTOTYPE UPDATE: 2012 1 <br />W <br />W � <br />W <br />W <br />Z -� <br />Z <br />W m � <br />LU O <br />W <br />J <br />LU <br />w <br />a o <br />i <br />41 <br />° <br />•` ` °°° <br />O° °00/1, <br />° <br />® 0 N ° 2 <br />coo N ° <br />O CV) <br />.0 LU C7 0 <br />® (� ° M 0 <br />r <br />0 U Q. <br />r <br />Cz- <br />s ° CO <br />ss ° <br />0 0 <br />W M <br />M <br />f:Y) J <br />m j v) <br />Q m-j <br />W W Q <br />Z LL _ <br />Q Q �a <br />U ti LNU <br />0 <br />Q <br />M9 <br />PERMIT/BID SET <br />ISSUED 09.26.12 <br />Z <br />O <br />ISSUE DATE: 08.30.12 <br />PROJECT NUMBER: 120705 <br />DRAWN BY: Amel Fazlic <br />DPM: Jennifer A. Richter <br />DM: R. Lance Willis <br />CPM: Pete Ott <br />SHEET NO: <br />S-3-1 <br />DETAILS <br />12-944-S31 <br />