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0(MIN.) O(MIN.) <br />t I- 1(MIN.) <br />O(MIN.J <br />D(MIN.) <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 />J48F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />O 8F12-1B/1T O O • • • • <br />• • • • <br />� 8RF14-1B/1T 8RF14-OB/1T 8FI6-OB/1T 8F16-1B/1T <br />O <br />OO O O 8F20-OB/1T 8F20-1B/iT 8F20-2/2T <br />O 0 O <br />81F44-1BAT 8F40-OB/1T 8RF40-OB/iT 8F32-IB/1T 8F32-OB/1T 8RF30-1B/1T 8F28-OB/IT 8F28-1B/1T 8F24-OB/IT 8F24-1B/1T <br />D D o 0 0 0 0 0 0 <br />TYPE DESIGNATION <br />a #5 REBAR AT TOP <br />a MIN. (1) REQ'D <br />F = FILLED WITH GROUT <br />U = UNFILLED <br />1-1/2" CLEAR <br />R = RECESSED <br />a • <br />= = <br />QUANTITY OF #5 REBAR AT <br />a <br />w C.M.U. <br />BOTTOM OF LINTEL CAVITY <br />¢ J as <br />8 F 16 -1 B/ 1 T <br />00 z <br />z GROUT <br />r <br />L QUANTITY OF #5 <br />CO <br />#5 REBAR AT BOTTOM <br />REBAR AT TOP <br />• • OF LINTEL CAVITY <br />NOMINAL HEIGHT <br />NOMINAL WIDTH <br />2-5/8"ACTUAIJ, PROVIDED EN 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 />5GALE: 1/4" - 14" <br />BENS <br />DESIGN GROUP <br />150 STATE STR_EET'EAST <br />OLDSNWZ, FLORIDA 34677 <br />813 .92,5.1300 TEL <br />813 . 92.5 . 1800 FAX <br />W W W.DAViSBEWSCOM <br />TAMPA • DE2�T�/ER. <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 />NDREW 1. MEISHEID, P.E. #83217 <br />AABED A. AVEDIKIAN, P.E. #86623 <br />I 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 />0�o <br />> � M � <br />a L^n <br />Q Q LL <br />fu <br />� U Q00 <br />Q E <br />Z � � <br />w Wo <br />J O <br />d' <br />0 Z <br />0 <br />'2 <br />w� <br />za <br />za <br />w¢�� <br />uz00 <br />zvzQ <br />z <br />w z <br />�0�� <br />a <br />nrwp"' <br />OV Lu <br />LL o <br />F w <br />z z <br />ro <br />zw <br />4� <br />�w <br />o <br />z �J <br />z w <br />�. �a <br />0 w <br />o��c <br />J w a U_ O <br />LA UwO� <br />`W �¢L° <br />N 1 �HY`t <br />0 <br />z d00- N IZ g°�o <br />z N N J <ao <br />Lu Ln �Qcnp <br />ZOQ <br />o Z71 w <br />W W EA"z� <br />00 � a u- <br />Z z a�o <br />00 Z Z a�o <br />� m a a <br />SCALE : AS NOTED <br />DATE : 4/9/2019 <br />VERSION NO. <br />iso <br />SHEET NO. <br />802 <br />DAVIS <br />