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0 (MIN.) <br />0 (MIN.) <br />0 (MIN.) <br />0 (MIN.) <br />0 (MIN.) <br />- — — — — — — — — — — — — — — — — — — — — — — — — - <br />---------------- ----------- <br />Li <br />IL --------- i <br />I <br />I <br />I <br />I <br />F <br />_j I <br />I L L J <br />F-P <br />0 (MIN.) <br />u <br />Fl - — — — — — — <br />L <br />r:: — — — — �jl <br />a <br />_r_l - — — — — — — — — — <br />— — — — — — — — — — — — — — <br />L <br />_j 1:1 E__ L <br />F F <br />r-L — — — — — — -- <br />C=l L 7 <br />0 (MIN.) 0 (MIN.) <br />0 (MIN.) <br />(D (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 />8F8-IB/IT 8F8-0B/lT 8RF6-0B/lT <br />8F* 12 IB/lT <br />L <br />8RF14-IB/IT <br />BRIF14-011/1T 8F16-OB/IT 8FI6-lB/IT <br />L <br />0 81F20-011/1T 8F20-IB/IT BF20-3/2T <br />--H <br />TI <br />-H <br />BF44-IB/IT 8F40-OB/IT 8RF40-OB/IT 8F32-IB/IT 8F32-OB/IT 8RF30-IB/IT 8F28-OB/IT 8F28-IB/IT 8F24-OB/IT 81724-1BAT <br />@ (D 0 G a <br />0 (D <br />TYPE DESIGNATION <br />#5 REBAR AT TOP <br />ff 'M <br />IN',' <br />MIN. (1) REQ'D <br />F = FILLED WITH GROUT <br />U = UNFILLED <br />1-1/, 2" CLEAR <br />R = RECESSED <br />QUANTITY OF #5 REBAR AT <br />M <br />C. M. U. <br />BOTTOM OF LINTEL CAVITY <br />8Fl 6- 1 B/IT <br />00 <br />0 — GROUT <br />u2 z <br />L QUANTITY OF <br />I <br />to <br />#5 <br />L <br />— #5 REBAR AT BOTTOM <br />REBAR AT TOP <br />0 LINTEL CAVITY <br />NOMINAL HEIGHT <br />— NOMINAL WIDTH <br />BOTTOM REINFORCING <br />7-5/8"ACTUA PROVIDED IN LINTEL <br />(VARIES) <br />8 H <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 1 1 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 A61 5 GRADE 60 <br />6. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION <br />7. MORTAR PER ASTM C270 TYPE M OR S <br />:44 ' 1 0 <br />C) <br />c c <br />.00 <br />LINTEL PLAN - B <br />SCALE: 1/4" : V-0" <br />mm� I <br />DAVIS BEWS <br />DESIGN GROVP <br />L50 STATE SIPLEET EAST <br />OLDSMAR, RADPMA 34677 <br />813. 925.1300 TEL <br />813. 925. 1800 FAX <br />NVWWJDAVlSI3EWS,C0M <br />TAA4PA 9 E)oE7qVFYL <br />EST 1994 <br />VORTEx ENGINEERING, LLC. <br />607 S. ALEXANDER ST., SUITE 103 <br />PLANT CITY, FLORIDA 33563 <br />813.704.4842 <br />COA 28035 <br />PAUL D. KIDWELL, P.E. #52683 <br />ANDREWJ. MEISHEID, P.E. #83217 <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 />0 <br />0 <br />z r*j <br />0 Q) N <br />1­4 4-0 cz) <br />Ln 1 5 ko <br />> ul) C) <br />z < V) Ln <br />Lei <br />a) Ln <br />LL <br />fy) <br />Q -4 <br />ln� u CL 00 <br />z z § E <br />Lu C:) <br />_j 0 <br />w z <br />z <br />z <br />Ft <br />z g! <br />UZOO <br />u 0 <br />or- —0 ce — <br />Lu <br />z z <br />�E Lz. zz <br />(D 0 _j W <br />Ec. C., lo: -. <br />MEE <br />uj <br />co <br />F- Lu <br />00 <br />Z Z <br />8 <br />z <br />0 z <br />:5 <br />z 0. <br />=5 <br />> <br />0 j z <br />u ul) d O;i <br />Z <br />9 <br />CLL) < <br />Lu or- <br />:w Ln z uj <br />CD Ln um <br />r*4 < U- 2 <br />N 00 <br />< 00 z 81 ol: <br />Z v- v- I 6EB <br />Z r4 <br />Lu Ln W)z <br />cy. 8 <br />uj x <br />P u, zo <br />CD < Lu <br />N z z <br />r4 Z Lu <br />00 Z z CY uj <br />0 <br />rn co < <br />SCALE AS NOTED <br />DATE 1/16/2019 <br />VERSION NO. <br />loo <br />SHEET NO. <br />802 <br />