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r <br />• <br />O(MIK) <br />O(MIN.) O(MIN.) O(MIN.) <br />_D(MIN.) <br />8(MIN,) <br />GENERAL INSTALLATION NOTES <br />1. PROVIDE FULL MORTAR BED AND HEAD JOINTS. <br />8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN <br />COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY <br />2. SHORE FILLED LINTELS AS REQUIRED. <br />UNITS. <br />3. INSTALLATION OF LINTEL MUST COMPLY WITH THE <br />9. SAFE LOAD RATING BASED ON RATIONAL DESIGN <br />ARCHITECTURAL AND/OR STRUCTURAL DOCUMENTS. <br />ANALYSIS PER ACI 318 AND ACI 530 <br />4. U-LINTELS ARE MANUFACTURED WITH 5 1 /2" LONG <br />10, THE EXTERIOR SURFACE OF LINTELS INSTALLED IN <br />NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL <br />EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A <br />CELL REINFORCING AND GROUTING. <br />COATING OF STUCCO APPLIED IN ACCORDANCE WITH <br />ASTM C-296 OR OTHER APPROVED COATING. <br />5. REFERENCE THE CAST-CRETE LOAD DEFLECTION <br />GRAPH BROCHURE FOR LINTEL DEFLECTION <br />11. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL <br />INFORMATION. <br />(GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS <br />SHOULD BE CHECKED FOR THE COMBINED LOADING <br />6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT <br />WITH THE FOLLOWING EQUATION: <br />THE BOTTOM OF THE LINTEL CAVITY. <br />APPLIED VERTICAL LOAD APPLIED HORIZONTAL LOAD <br />+ <br />7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO <br />SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD <br />THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. <br />12. ADDITIONAL LATERAL LOAD CAPACITY CAN BE <br />OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL <br />REINFORCED CONCRETE MASONRY ABOVE THE LINTEL. <br />SEE DETAIL AT RIGHT: <br />GENERAL CONCRETE LINTEL SCHEDULE <br />8F8-IB/lT 8F8-OB/1T 8RF6-OB/IT <br />O 8F12-lB/IT O O • • <br />• • <br />• • • • <br />® 8RF14-1B/1T 8RF14-OB/1T 8Fl6-OB/IT 8F16-1B/1T <br />OO <br />O O 8F20-OB/1T 8F20-2/1T BF20-0/2T <br />j. <br />O O O <br />lu <br />8F44-IB/1T W40-013/IT 8RF40-OB/1T 8F32-IB/1T 8F32-011/1T 8RF30-1B/iT 8F28-OB/1T 8F28-1B/IT 8F24-OB/1T 8F24-IB/iT <br />® O O O O <br />O O O O O <br />TYPE DESIGNATION <br />,- #5 REBARAT TOP <br />a MIN. (11)) REQ'D <br />F = FILLED WITH GROUT <br />° <br />U = UNFILLED <br />° 1-1/2" CLEAR <br />R =RECESSED <br />° • <br />? <br />QUANTITY OF #5 REBAR AT <br />v w C.M.U. <br />BOTTOM OF LINTEL CAVITY <br />a <br />8 F 1 6-1 B/ 1 T <br />\ z <br />z GROUT <br />L <br />CO <br />QUANTITY OF #5 <br />#5 REBAR AT BOTTOM <br />REBAR AT TOP <br />• ON OF LINTEL CAVITY <br />NOMINAL HEIGHT <br />NOMINAL WIDTH <br />BOTTOM R <br />7-5/8"ACTUA PROVIDED EN FLIINTEL <br />(VARIES) <br />8" NOMINAL WIDTH <br />MATERIALS <br />1. F'C 8" PRECAST LINTEL = 4000 PSI <br />2. F'C PRESTRESSED LINTEL = 6000 PSI <br />3. GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE & 8 TO 11 INCH SLUMP <br />4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 <br />PSI <br />5. REBAR PER ASTM A615 GRADE 60 <br />6. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION <br />7. MORTAR PER ASTM C270 TYPE M OR S <br />LINTEL PLAN - B <br />5GALE: 1/4" = I'-O' <br />BEWS <br />DESIGN GROUP <br />150 STATE STREET EAST <br />OLDSMAR, FLORIDA 34677 <br />813.925.1300 TEL <br />813.925.1800 FAX <br />W W W.DAVISBEWS.COM <br />TAMPA DENVER. <br />EST. 1994 �- <br />VORTEX ENGINEERING, LLC. <br />607 S. ALEXANDER ST., SUITE 103 <br />PLANT CITY, FLORIDA 33563 <br />1.877.6VORTEX (686-7839) <br />COA 28035 <br />PAUL D. KIDWELL, P.E. #52683 <br />DREWJ. MEISHEID, P.E. #83217 <br />ASKED A. AVEDIKIAN, P.E. #86623 <br />1 HEREBY CERTIFY THAT I HAVE REVIEWED THE <br />ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE <br />WITH SECTION R301 OF THE FLORIDA BUILDING CODE, <br />RESIDENTIAL 6TH EDITION (2017). <br />THE ENGINEER HAS NOT REVIEWED THE <br />PRE-ENGINEERED TRUSS MANUF. LAYOUT TO <br />DETERMINE ANY LOAD BEARING CONDITIONS AND <br />RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER <br />TRUSS LOAD INFORMATION IS SUPPLIED TO THE <br />ENGINEER. <br />SEALED FOR STRUCTURE ONLY <br />O <br />Z C) <br />O <br />ko <br />M O <br />(B L.f) <br />O � <br />i LL <br />d <br />Q U Q� <br />z <br />w Wo <br />J O <br />tD <br />M <br />0z <br />14 <br />w0 <br />za <br />w¢�� <br />�z8Oo <br />Ooc[af <br />zvZ¢< <br />0 W z <br />�°LLJ <br />aa <br />uj C) <br />�LLo <br />OV Lu u N <br />COz@ <br />O N <br />z� <br />Q U <br />zw <br />z g <br />L.0 <br />J <br />z of <br />z whin¢ <br />man <br />�Wo <br />2 <br />LTV WaLL~ va�Z <br />00 w zawo <br />co z0Z. <br />� C7 1- se <br />Z dam- (� ° a Lu <br />D w <br />Z Ln N J °<¢S <br />�cc< <br />Lu Lu Lo o Lu z � <br />O Q <C a � <br />0c0 Z z °' ° <br />00 z Z ¢Luo <br />O ao rn p a o m <br />SCALE : AS NOTED <br />DATE : 4/9/2019 <br />VERSION NO. <br />iso <br />SHEET NO. <br />802 <br />DAVIS <br />