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0 (MIN.) 0(MIN.) <br />u r J(MIN.) <br />o� <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 MUSI 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 />+ <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 />GENE11 RAL CONCRETE LINTEL SCHEDULE <br />8F8-1B/lT 8F8-OB/1T 8RF6-OB/lT <br />0 8F12-3/1T O • • <br />• • <br />. •�-J <br />O0 <br />8RF14-1B/1T <br />8RF14-OB/1T 81F16-OB/iT 8F16-iB/1T <br />OO (D 8F20-0/1T 8F20-iB/IT BF20-3 /2T <br />0 0 0 <br />• • • <br />8F44-1BAT 8F40-OB/1T 8RF40-OB/1T 8F32-IBAT 8F32-011 T 8RF30-lB/1T 8F28-OB/lT 8F28-IB/1T BF24-OB/1T 8F24-1B/1T <br />0 0 0 0 0 <br />0 0 0 0 0 <br />TYPE DESIGNATION <br />#5 RBR AEQTOP <br />I <br />F = FILLED WITH GROUT <br />zzl" <br />U = UNFILLED <br />1-1/2" CLEAR <br />R = RECESSED <br />Q �- • <br />QUANTITY OF #5 REBAR AT <br />U w C.M.U. <br />BOTTOM OF LINTEL CAVITY <br />J <br />8 F 16 1 T/f 1 T <br />�z <br />� z GROUT <br />L QUANTITY OF #5 <br />#5 REBAR AT BOTTOM <br />REBAR AT TOP <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 - A <br />SCALE: 1/4" 1 l's0° <br />EWS <br />DESIGN GRDVP <br />150 STATE STREET EAST <br />OLDSMAR., fLORIDA 346?7 <br />813.925. 1300 TPi.. <br />813. 925. 1800 FAX <br />WWW.DAVISBEWS.COM <br />TAMPA • DENVER <br />EST. 1994 <br />III <br />oil III <br />oil oil <br />VORTEX ENGINEERING, I.I.C. <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 />ANDREW J. MEISHEID, P.E. #83217 <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE <br />ATTACHED DESIGN, AND FIND ITTO 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 />R <br />O <br />Z O <br />N <br />O .N O <br />,>_, M O <br />U-) MLLn <br />O al <br />L L.L. <br />Q <br />z < � V Q� <br />z� <br />w Wo <br />J � <br />l� <br />0z <br />w� <br />z¢ <br />¢� <br />wQ�it <br />�zUU <br />Z Lu <br />o_1w <br />J <br />aCL w0'n <br />O eti � o <br />() m CV <br />F-w <br />zz <br />O zW <br />z g <br />Lu <br />O z <br />U 0� <br />w 0 ¢ <br />z �a <br />Xw� <br />O�� <br />wa'iO <br />.__I U ¢ E <br />+--i w O 0 <br />O ui z¢ZU <br />LU < <br />z oF- Y <br />��04 <br />Z N N Oaw <br />wLO N N J LL�ao <br />J ¢~zz <br />ego¢ <br />6i L11 (wz5- <br />Q Q ¢ '" LL <br />°' � o <br />00 g ¢Lm <br />0 '-� o J <br />r-, m a a <br />SCALE : AS NOTED <br />DATE : 7/ 17/2018 <br />VERSION NO. <br />iso <br />SHEET NO. <br />8 <br />DAVIS <br />r <br />