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8(MIN.) <br />OIMINJ (AX)(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 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 />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 />SF8-1B/1T 8F8-0B/1T 8RF6-OB/IT " <br />0 8F12-1B/1T O 0 • • <br />• • <br />8RF14-IB/1T <br />8RF14-OB/1T 81F16-011/1T 8F16-IB/IT <br />• • • • • • <br />O <br />O O 0 BF20-011AT 8F20-3/IT 8F20-111/2T <br />0 O O <br />- U' <br />8F44-1B/IT 8F40-OB/1T 8RF40-OB/1T W32-1B/1T 8F32-OB/IT 8RF30-1B/IT 8F28-01IAT 8F28-1B/IT 8F24-011AT 8F24-1BAT <br />0 0 0 0 0 <br />0 0 0 0 0 <br />TYPE DESIGNATION <br />" #5 REBAR AT TOP <br />a MIN. (1) REQ'D <br />F = FILLED WITH GROUT <br />" <br />U = UNFILLED <br />1-1/2" CLEAR <br />R = RECESSED <br />a • <br />QUANTITY OF #5 REBAR AT <br />w C.M.U. <br />BOTTOM OF LINTEL CAVITY <br />¢ "Q " <br />8 F 1 6— 1 B/ 1 T <br />, <br />\ z <br />" z GROUT <br />1 L QUANTITY OF #5 <br />#5 REBAR AT BOTTOM <br />REBAR AT TOP <br />LLL--- <br />• • OF LINTEL CAVITY <br />NOMINAL HEIGHT <br />BOTTOM REINFORCING <br />NOMINAL WIDTH <br />7-5/8"ACTUA PROVIDED IN LINTEL <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 />5CALE: 114" - 1'-0" <br />o(MIN.) <br />DAMS BEWS <br />DESIGN GROVP <br />150 STATE STREET EAST <br />OLD6M11R, FtARmA 31677 <br />813.925.1300 TEL <br />813.925.1800 FAX <br />W W W.DAVLSBEWS.CAM <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 />DREW J. MEISHEID, P.E. #83217 <br />AABED 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 O <br />N <br />0 N <br />+-' O <br />r>�MO <br />j M In <br />a to <br />a O Ln <br />Q Q LL <br />a v a00 <br />Q E <br />w wo <br />J O <br />t0 <br />J <br />wo <br />a <br />ooVO <br />z w <br />o w <br />¢QLLJ <br />_3 <br />V LL N <br />W W <br />�L© <br />z� <br />Z g 0. <br />0 <br />Lu <br />J <br />0 u' z o <br />z �z <br />oxo <br />O <br />o CL J tj��r <br />Lu 0LW0 <br />* o r �- w W <br />N z � 0 <br />Z N Wz <br />w � N J $aNg <br />3$� <br />lii u.i W <br />zf <br />rn 4 ¢uj <br />o� <br />n Z Z U) <br />m 0000 Z Z <br />g g apm <br />rn O ao a a <br />SCALE : AS NOTED <br />DATE : 4/8/2019 <br />VERSION NO. <br />loo <br />SHEET NO. <br />802 <br />