Laserfiche WebLink
OIMINJ 0(MIN.) @(MIN.) <br />(l J(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-lB/lT 8F8-0B/IT 8RF6-0B/lT <br />OBF12-lB/1T O O • • <br />• • <br />O� 8RF14-1B/1T <br />8RF14-OB/1T BF16-OB/1T BF16-2/1T <br />BF20-OB/iT 8F20-1B/IT 8F20-1B/2T <br />O O O <br />8F44-1B/IT 8F40-OB/IT BRF40-OB/iT 8F32-1BAT BF32-011AT 8RF30-1B/1T 8F28-OB/IT BF28-2/1T BF24-OBAT BF24-1BAT <br />@ O O O @ <br />O O O O O <br />TYPE DESIGNATION <br />e- #5 REBAR AT TOP <br />a MIN. (1) REQ'D <br />F = FILLED WITH GROUT <br />a <br />U = UNFILLED <br />a 1-112" CLEAR <br />R = RECESSED <br />? = 4 <br />QUANTITY OF #5 REBAR AT <br />C� <br />Q = C.M.U. <br />BOTTOM OF LINTEL CAVITY <br />as <br />8 F-1 6— 1 B/ 1 T <br />J a <br />\ Z <br />z GROUT <br />= <br />QUANTITY OF #5 <br />(D <br />#5 REBAR AT BOTTOM <br />REBAR AT TOP <br />• • OF LINTEL CAVITY <br />NOMINAL HEIGHT <br />NOMINAL WIDTH <br />BOTTOM R <br />7-5/8"ACTUA PROVIDED EN FLIINTELG <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 <br />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 />5CALE: 1/4" = V-0" <br />BEWS <br />DESIGN GROVP <br />150 STATE STREET EAST <br />OLD6MAR, HARIDA 39677 <br />813.925.1300 TEL <br />813.925.1800 FAX <br />W W W.DAVLSBEWS.CAM <br />TAMI'A • DENVEEZ <br />EST. 1994 � <br />11, <br />III <br />r� lin <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 />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. LAYOUTTO <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 />N <br />0 N N <br />!' O <br />M 00 <br />0 U Ln <br />z a. tn " <br />N O Ln <br />L LL <br />Q. <br />z E oC U n. p <br />Z <br />w w0 <br />J O <br />l0 <br />=Z <br />Lu <br />Lo <br />Z L <br />r <br />w¢°�x <br />uz 0 <br />Z Lu <br />Qw <br />J <br />Z <br />C W <br />a OLL_ o <br />0 Lu eq <br />m�0 <br />z O <br />av <br />zkw <br />Z a oL <br />OJ <br />L <br />z Boa <br />^ �aa <br />ly bwp <br />a92 <br />Wau- <br />� V < O <br />O W 0 <br />A <br />ZpLu <br />w <br />7 Y <br />Z N (V Z o cy <br />H 2W� <br />w Ln N J �aZS <br />OQ <br />M W <br />aL9 <br />�yp <br />,--1 Z Z �7i OO <br />00z z <br />rn <br />0 m g <br />SCALE : AS NOTED <br />DATE : 7/17/2018 <br />VERSION NO. <br />loo <br />SHEET NO. <br />DAVIS802 <br />4'19 <br />.A <br />�� � 1 <br />"19 I'i t A I I f �ik'IL� •IGIt ll�k � Il i l 111611'iI, I. u i i Ill �.. i ' P',).i ,1�I a t ���� � ��1 �i I J i I 1 1 I I i ii i II � I i1 •� aIi � �.I IN .1f14 Ik�l <br />