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GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed joints. <br />2. Shore filled lintels as required. <br />3, Installation of lintel must comply with the architectural and/or structural drawings. <br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate <br />vertical cell reinforcing and grouting. <br />5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed U180. <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />8. Cast4n-place concrete may be provided in composite lintel in lieu of concrete <br />masonry units. <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.D4. <br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have <br />a coating of stucco applied in accordance with ASTM C-926 or other approved <br />coating. <br />12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) <br />loads shoud be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load . 0 <br />a verticalload Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />Ej <br />8F8-1B/1T 8F8-0B/1T 8RF6 OB/1T <br />0 0 0 0 <br />8RF14-18/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/11 <br />i'• i • © © © ® 0 8 20-0B/1T <br />8F44 1B/1T8F401B/1T 8RF40OB/11' 8F321B/1T <br />FORM dr GROUT SOLID <br />C :!• � W <br />° #5 BAR CONT. <br />8F12-1 B/1 T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />'Ime <br />1111 <br />Ic <br />00 <br />Esso <br />moms- <br />E.- <br />US <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @BOTTOM <br />OF LINTEL CAVITY <br />i <br />J ui <br />W <br />8 F 16- <br />B/ 1 T <br />f- J <br />Z <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />c-1TprecastI1ntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3, grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#S REBAR <br />MIN..(1)(1) <br />REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />O <br />a <br />4 `C.M.U. <br />#5 REBAR AT TOP <br />e' n <br />a <br />GROUT <br />MIN. (1) REO'D Q 1-112" CLEAR <br />, <br />D <br />a <br />A A <br />a <br />< <br />n J 0 Q (1 <br />C.M.U. <br />5 REBAR AT <br />OF <br />= — m w <br />WZ W <br />o <br />BOTTOM <br />LINTEL CAVITY <br />k%i - <br />� W 0 X W 4 <br />-BOTTOM <br />axon <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />I LLQ O <br />Ir <br />Z- d Lu aD D <br />•' k7 3 � #5 REBAR AT BOTTC <br />7-5/8"ACTUAL <br />NOMINAL WIDTH <br />F AS INDICATED <br />W R Qo L, t <br />(VARIES) <br />U)g o <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <br />1. Refer to manufacturers specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturers specifications. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel plan/details for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementibuos coating. See contractor specifications <br />OF OF <br />6-10" LL 6'-6" LL <br />O O <br />6-10" LL <br />O <br />17'-4" LL <br />(E) <br />MIN. <br />LINTEL PLANT <br />SCALE: Y4"=1'-0" <br />O ll <br />O <br />o v <br />Z g <br />Z <br />Z <br />a <br />Z <br />CD <br />V^), <br />0 <br />Q) cn <br />w <br />Mo <br />"U — <br />O w <br />C/i = <br />t- <br />E <br />F— <br />U <br />w <br />~ <br />c� <br />mo <br />C M <br />Cl) <br />® <br />U <br />� <br />C <br />.0 <br />O <br />¢ C" <br />NO <br />Q o <br />as. <br />=Jl <br />N D <br />— N <br />Q1 <O O <br />.w cC, 00 <br />rn ae <br />U Z LU �z li Zo <br />j'X.. ;v <br />LLA ri <br />— a <br />UA V ¢ <br />� <br />uw OS1�'cCt'O <br />m��' <br />�Fp•l G.C011fl <br />' O� <br />w <br />0FESSION4 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />O <br />w <br />Z <br />a <br />OO <br />ZUU <br />2 L <br />0 W <br />LA' <br />Z 7 <br />W <br />Q OV <br />Q <br />O <br />U <br />= <br />%%-/ <br />CL <br />LLJ� <br />. <br />o <br />w52�s� <br />'d <br />A <br />v0 <br />LU <br />Z <br />a �i <br />J <br />r-1 <br />I W <br />Q <br />W <br />� <br />Z <br />a <br />W ~ z <br />�a <br />,--I <br />Ln <br />Z <br />W <br />S <br />00 <br />� <br />:5Z <br />LIJ <br />= <br />SCALE : AS NOTED <br />DATE : 08/07/2019 <br />TECH: FM <br />VERSION NO" 4nO <br />SHEET NO. <br />8.0 <br />