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OO (MIN.) @IMIN.) <br />r /ll'IIN./ <br />GENERAL INSTALLATION NOTES <br />1. PROVIDE FULL MORTAR BED AND HEAD JOINTS. 8. CAST —IN —PLACE CONCRETE MAY BE PROVIDED IN <br />COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY <br />2. SHORE FILLED LINTELS AS REQUIRED. UNITS. <br />3. INSTALLATION OF LINTEL MUST COMPLY WITH THE 9. SAFE LOAD RATING BASED ON RATIONAL DESIGN <br />ARCHITECTURAL AND/OR STRUCTURAL DOCUMENTS. 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 EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A <br />CELL REINFORCING AND GROUTING. 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 11. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL <br />INFORMATION. (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 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 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-OB/1T 8RF6-OB/IT <br />O 8F12-1B/1T8F8-1B/1T <br />O O • • • • <br />• • • • <br />� 8RF14-1B/1T 8RF14-OB/1T 6F16-OBI1T 81716-1B/1T <br />O <br />OO O O 8F20-OB/lT 8F20-1B/1T 8F20-1B/2T <br />. O O <br />d <br />y <br />• • • • • • • • • • • • • • • • • • • • <br />8F44-1BAT 8F40-OB/1T 8RF40-OB/lT 8F32-1B/1T 8F32-OB/1T 8RF30-IB/lT 8F28-OB/1T 8F28-1BAT 8F24-OB/1T 8F24-IBAT <br />® @ @ @ @ O @ @ @ O <br />TYPE DESIGNATION <br />° #5 REBAR AT TOP <br />Q MIN. (1) REQ'D <br />F = FILLED WITH GROUT <br />U = UNFILLED <br />a 1-1/2" CLEAR <br />R = RECESSED <br />_ < • <br />a — <br />QUANTITY OF #5 REBAR AT <br />:D <br />u w C.M.U. <br />BOTTOM OF LINTEL CAVITY <br />a J °a ° <br />a <br />z <br />8 F 1 6 T 1 B/ 1 <br />0 '^ GROUT <br />I'll <br />L QUANTITY OF #5 <br />O <br />L <br />#5 REBAR AT BOTTOM <br />REBAR AT TOP <br />• • OF LINTEL CAVITY <br />NOMINAL HEIGHT <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 />�� wiIIIl/ ol/ <br />�.�Rp,NIKq�� <br />�� oP•'��ENgF••.0��,, <br />r <br />co): NO. 86623 9Z <br />-o T� <br />LINTEL PLAN - A <br />5GALE: 114" - I'-0" <br />DAVIS BEWS <br />DESIGN GROVP <br />150 STATE STREET EAST <br />OLDS1VtAR, FLORIDA 34677 <br />813.92,5.1300 TEL <br />813 . 92S . 1800 FAX <br />W W W.DAVLSBEWS.COM <br />TAMPA • DENVER. <br />---�-� EST. 1994 r�--� <br />III <br />III III <br />III <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 />NDREW J. MEISHEID, P.E. #83217 <br />ASBED 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 />I <br />O <br />Z a <br />(� M O <br />uj (0 LI) <br />� Ln <br />Q <br />�M <br />Q U a00 <br />Z § � <br />w w0 <br />J O <br />l0 <br />J <br />D <br />0 <br />Lo <br />z Q <br />w <br />Ez00 <br />of <br />zLu< <br />u l z <br />ce � � J <br />a0 <br />a�ao <br />oUw1N <br />co o�0 <br />z0 <br />q U <br />� w <br />Z Q a <br />L�l <br />0> z <br />OO Lnn W <br />z Wz <br />man <br />two <br />2.LL waU-0 <br />U Q 2 <br />O W � ce 0 <br />ch O Q L 0 <br />O z LOU Z U <br />w w Q <br />z 00 N z ~C~z <br />�w <br />w r%j N J °�ao <br />-J jo0¢ <br />o O <br />dj L1J � "LLJ zLjj M <br />O Q Q =Q� <br />0�0 Z Z °_jo <br />CO Z Z ' i 0 ' <br />m '-I am <br />� m a a <br />SCALE : AS NOTED <br />DATE : 4/9/2019 <br />VERSION NO. <br />loo <br />SHEET NO. <br />801 <br />