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0 (MIN.) <br />0 (MIN.) <br />II II II <br />---------- <br />II <br />II II <br />II II <br />Li <br />II <br />II <br />II <br />II <br />n II <br />II II <br />I J) <br />I L_---------►i <br />II <br />II <br />II <br />II I I II II 11 <br />j� I L � ILA =JL= <br />__JI II <br />II II <br />it II <br />11 II <br />11 II <br />II II <br />II II <br />II II <br />II II <br />JI II <br />F-P <br />II II II <br />II II II <br />II II II <br />0(MIN.) <br />— — — — — _j__l- — — — — — — — — — <br />��-----� -------------- <br />II I I II <br />II I I II <br />II L I � <br />II I I <br />n II I I <br />L=_J� I=--=J <br />r � � �I <br />II II II I I <br />II II II I I <br />J I <br />I ► I I �' I <br />II <br />II <br />II <br />II <br />I <br />f2--------i <br />II II <br />�P �L= <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />11 II <br />II 11 <br />II 11 <br />II II <br />II II <br />II II <br />II II <br />0 (MIN.) 0 (MIN.) <br />0(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 8178-011/1T 8RF6-0B/1T <br />0 8F12-11I/IT O O • • • • <br />• <br />® 8RF14-1B/IT 8RF14-OB/IT 8F16-OB/iT 8F16-1B/iT <br />OO O 0 81720-011AT 8F20-iB/IT 8F20-111/2T <br />0 O 0 <br />• l <br />.77 = <br />BF44-111AT 8F40-OB/IT 8RF40-OB/IT 8F32-1B/IT 8F32-OBAT 8RF30-111AT 8F28-OB/IT 8F28-111/1T 8F24-OB/1T 81724-3/1T <br />© 0 0 0 0 0 <br />TYPE DESIGNATION <br />a #5 REBAR AT TOP <br />a MIN. (1) REQ'D <br />F = FILLED WITH GROUT <br />< <br />U = UNFILLED <br />1-1/2" CLEAR <br />a <br />R = RECESSED <br />j = <br />QUANTITY OF #5 REBAR AT <br />v w C.M.U. <br />BOTTOM OF LINTEL CAVITY <br />¢ <br />8F16-1B 1T <br />/ <br />'0 GROUT <br />,n z <br />L-QUANTITY OF #5 <br />cn <br />#5 REBAR AT BOTTOM <br />REBAR AT TOP <br />• • OF LINTEL CAVITY <br />NOMINAL HEIGHT <br />BOTTOM <br />NOMINAL WIDTH <br />7-5/8"ACTUA PROVIDEDINREINFORCING <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 />5GALE: 1/4" - 1'-0" <br />BEWS <br />DESIGN GROVP <br />1S0 STATE STREET FAST <br />OLl76TMR, FL,ORIDA 34677 <br />813 . 92.5 . 1300 TEL <br />813. 925. 1800 FAX <br />W W W.DAVISBEWS.COM <br />TAMPA • DIIWEii. <br />-� FST. 1994 �- <br />-1c LD <br />1�� <br />o0 1Co CC1 <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 />ANDREW J. MEISHEID, P.E. #83217 <br />ASBED A. AVEDIKIAN, P.E. #86623 <br />1 HEREBY CERTIFYTHAT 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 />O <br />Z C4 <br />O a) � <br />I>i�Mc) <br />M <br />< V) U') <br />Q LL <br />oC U ra 00 <br />a �� <br />z�� <br />w <br />�ko <br />Cr' <br />oZ <br />=o <br />ceo <br />z d <br />w¢�a <br />U4Op <br />p <br />w <br />uz <br />w ZZ <br />a 0 Lo <br />�ceo <br />8-r0 <br />ON <br />zZ <br />�o <br />f z <br />w <br />z 0 <br />� g L� <br />W <br />J <br />Ov Ln z J0Z <br />µJ mJ <br />F- a <br />�Q <br />J 62� <br />O �a:uj <br />cc <br />0 Ll') W Z Lu <br />DC C4 a¢L2 <br />¢ ►- <br />p E <br />z V_ 1- 18,0LLo <br />W In N J �dwU <br />Q6YQ <br />o Q H ~ <br />W W NI-wZ <br />Ol Q Q WZ0 <br />O <br />w p <br />Z Z <d z Q <br />00 Z Z off"' <br />co <br />rn <br />O m g g Jp <br />SCALE : AS NOTED <br />DATE : 4/8/2019 <br />VERSION NO. <br />100 <br />SHEET NO. <br />802 <br />DAVIS <br />