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_. __ L .L iI"JIMII i_11. . <br />l l- J(MIN.) <br />O(MIN.) O(MIN.) @(MIN.) <br />®IMIN) <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 />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T " <br />O 8F12-1B/1T O O • • • • <br />O� 8RF14-1B/1T 8RF14-OB/1T 8F16-0B/1T 8F16-2/1T <br />OO O O BF20-011/1T 8F20-1B/1T 81`20-0/2T <br />O O O <br />. . . . . . . . . . . . . . . . . . . . <br />BF44-1B/1T 8F40-OB/1T BRF40-OBAT 8F32-1B/1T 8F32-OB/1T 8RF30-1B/1T BF28-OB/1T 81`28-2/1T BF24-011/IT BF24-1BAT <br />© O O O O O O O O O <br />TYPE DESIGNATION <br />°- #5 REBAR AT TOP <br />a MIN. (1) REQ'D <br />F = FILLED WITH GROUT <br />" <br />U = UNFILLED <br />° 1-112" CLEAR <br />R = RECESSED <br />a • <br />a = <br />QUANTITY OF #5 REBAR AT <br />w C.M.U. <br />BOTTOM OF LINTEL CAVITY <br />a <br />B F 1 6 1 B/ 1 T <br />u z <br />� z a GROUT <br />= <br />L QUANTITY OF #5 <br />`° <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 - B <br />SCALE: 1/4" = I'-m" <br />BEWS <br />DESIGN GROVP <br />150 STATE STREET EAST <br />OLD6MAR, ftARIDA 39677 <br />813.92,5.1300 TET. <br />813. 925. 1800 FAX <br />W W W.DAVISBEWS.C.OM <br />TAMPA • 17ENVER. <br />� EST. 1994 � <br />Ioil <br />1 111is <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 />ANDREW J. 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 />R <br />O <br />Z NO <br />0 <br />�o <br />Mo <br />L) <br />O Ln <br />L LL <br />Q <br />U Q� <br />z § E <br />z � <br />w wo <br />J Q <br />kO <br />oz <br />�o <br />z ¢ <br />Z <br />r <br />w¢�� <br />uz00 <br />z �w ¢ Q <br />o�w <br />aw2Lo <br />UW LL o <br />w w N <br />0u0 <br />zzz <br />Q U <br />O zz <br />Lu <br />OJ <br />U) <br />z g cz <br />a �a <br />0wo <br />a J w<�� <br />�o� <br />In z¢LL8 <br />O w w¢ <br />z �o¢o <br />Z N {� O cy <br />Z nl �"'� a S <br />N ��Zz <br />ego¢ <br />Lu w WZ� <br />00 Q LL <br />.--I Q Q � o <br />Z z �Jo <br />00 z z Qom <br />rn <br />O m a a <br />SCALE : AS NOTED <br />DATE : 10/4/2018 <br />VERSION NO. <br />loo <br />SHEET NO. <br />DAVIS802 <br />