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O(MIN,) O(MIN) <br />l r J(ruNd <br />D(MIN.) <br />DE(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 />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 />8F8-1B/1T 8F8-OB/1T 8RF6-OB/iT <br />I ti <br />• • <br />O 8F12-2/I3 �./ O • • • • <br />8RF14n-2/13 8RF14-OB/1T 81716-8/IT 8F16-IB/1T <br />8F20-0/I3 8F20-IB/iT 8F20-IB/2T <br />O O O <br />• • • • • • • • • • • • 1• • • • • • • • <br />8F44-IB/IT 8F40-OB/1T BRF40-OBAT 8F32-iB/1T 8F32-OB/1T 8RF30-IB/iT 8F28-OB/1T 81728-IBAT 8F24-OB/1T 81724-3/1T <br />® O O O O O O O O O <br />TYPE DESIGNATION <br />• #5 REBAR AT TOP <br />4 <br />z MIN. (1) REQ'D <br />F = FILLED WITH GROUT <br />U = UNFILLED <br />1-1/2" CLEAR <br />R = RECESSED <br />a z <br />QUANTITY OF #5 REBAR AT <br />w C.M.U. <br />BOTTOM OF LINTEL CAVITY <br />8 F-1 6— 1 B/ 1 T <br />00 <br />z <br />� z d^ GROUT <br />QUANTITY OF #5 <br />#5 REBAR AT BOTTOM <br />REBAR AT TOP <br />• • OF LINTEL CAVITY <br />NOMINAL HEIGHT <br />NOMINAL WIDTH <br />BOTTOM <br />7-5/8"ACTUA PROVIDED EN FLINTELG <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 />``�� P�.�Rp►N IK q �F��i� <br />v�GENS -F•••O��i <br />y' N 66623. •�y��. <br />%SS�ON I111A 0 �\ <br />LINTEL PLAN - A <br />SCALE: 1/4" : 14" <br />BEWS <br />DESIGN GROUP <br />150 STATE STREET EAST <br />O1..DfiAMFt, FiOR]DA 346T7 <br />813.925.1300 TEi.. <br />813.925.1800 FAX <br />WWW.DAV4SBEWS.CAM <br />TAMI'A • DEIVVER. <br />-��---� EST. 1994 <br />III <br />III III <br />�� III 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 />,ANDREWJ. 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 0 <br />O <br />M O <br />� M Ln <br />'C7 <br />Q <br />a , <br />v a 0o0 <br />Z <br />z < § E <br />w wo <br />J O <br />�O <br />d' <br />J <br />Oz <br />Lo <br />z <br />�z00 <br />z w Q <br />z <br />DO w <br />a�Lo <br />w <br />0 <br />o�© <br />z� <br />z <br />w <br />z <br />Z L <br />LA <br />O <br />z �J <br />z � �o¢ <br />w <br />oaf <br />0000 W oa°° <br />p Lu z � <br />1\ (D le <br />Q Q 0 <br />Z (V ° c <br />H Luaus <br />J <br />N � <br />J � N a~oa <br />N gN Lli <br />di lii W W X <br />rn Q Q af� <br />Do <br />� Z Z <br />00 Z Z a L. 8 <br />o - g 8 <br />r-, m a a <br />SCALE : AS NOTED <br />DATE : 4/8/2019 <br />VERSION NO. <br />iso <br />SHEET NO. <br />DAVIS801 <br />