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0 <br />0 <br />r- <br />Ltd <br />ddM-- <br />c0 <br />d- <br />I <br />tR <br />¢ <br />00 <br />r— <br />s <br />0 <br />P <br />N <br />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. Cast -in -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 03-0605.04. <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 veritcai (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 �� . O <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY <br />8F44 1 B/1 T 8F40 11 B/1 T 8RF40 0B/1T 81732 1 B/1 T <br />FORM dr GROUT SOLID <br />CV Q <br />O � LU <br />�U <br />O #5 BAR CONT. <br />8F12-1B/1T <br />V LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />IF Iur4Mrr�t� <br />F = FILLED LLED WITH <br />#5RE <br />Mw. <br />BAR ATTOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />GROUT /U=UNFILLED <br />a ° <br />= <br />R RECESSED <br />CLEAR <br />STEEL LINTEL <br />QTY. OF #5 <br />O <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />i <br />a <br />.M.U. <br />#5 REBAR AT TOP <br />¢ <br />w <br />°° ° <br />MIN. (1) REQ'D <br />4 1-1/2" CLEAR <br />6F16- B/1 T <br />° <br />° <br />ZIN <br />° <br />GROUT <br />t <br />^ J Q <br />a L <br />NOMINA QUANTITY OF <br />5 REBAR AT <br />`O `n w <br />4 C.M.U. <br />WIDTH #5 REBAR AT <br />° <br />O <br />BOTTOM OF <br />w - w <br />� Z <br />Q <br />TOP <br />NOMINAL- <br />°-BOTTOM <br />LINTEL CAVITY <br />0 (n w LOU <br />o <br />n <br />\ <br />¢ U p � <br />L <br />HEIGHT <br />REINFORCING <br />¢ ¢ d o3 z <br />7-518"ACTUAL <br />PROVIDED IN <br />Z LL p w ,f, <br />D ID <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ C7 <br />6 #5 REBAR AT BOTTC <br />�o L, �o <br />(VARIES) <br />((0 U) M a <br />AS INDICATED <br />MATERIALS <br />cif p cast lintels = 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 wl <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 />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 manufacturer's specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturer's 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 cementitiuos coating. See contractor specifications <br />O <br />5'-10" LL <br />O O <br />4'-6" LL 5'-4" LL <br />LINTEL PLAN - ELEV-A <br />SCALE: %4"=1'-0" <br />o "' <br />Z M <br />_ o <br />zD <br />z� <br />Q <br />a <br />13 <br />Z <br />t) 0 <br />C-0 <br />�o <br />�U — <br />OLU <br />ZD <br />ITU <br />o <br />F-- <br />C6 C) <br />o0 <br />m <br />N <br />LU p <br />8 <br />m -00a M <br />_ <br />mopF- <br />O o No <br />1 fA <br />V <br />L_ LL <br />= <br />O <br />d rn <br />U) CL O <br />LO <br />rn Q o <br />B D. <br />N <br />_� <br />.w CD M V N <br />Zo <br />to <br />Z W SN�Z ww z <br />U) �... ,, <br />di <br />W <br />, <br />Ext r• <br />40 <br />J <br />_ L <br />To the best of the Engineer's 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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0O <br />�o <br />z¢ <br />a� <br />W Z <br />zoo <br />ZUW <br />z <br />$�Co <br />Co <br />U' W LL N <br />F L <br />Z O <br />} <br />f <br />0 <br />FZ <br />Z <br />Z <br />L <br />o <br />0 <br />UJ <br />U <br />N <br />� <br />o <br />LIJ <br />` <br />Z 0<'d; <br />w - ¢ <br />� <br />< <br />1 <br />, <br />moo <br />z <br />N <br />cv <br />8 3' 2 <br />Ce <br />J <br />Lei <br />Q <br />di <br />Z <br />0QZU <br />$ Z <br />ZZ <br />S' 6 g <br />O <br />06 <br />y <br />J n <br />rn <br />,--I <br />a <br />(n <br />s <br />SCALE : AS NOTED <br />DATE : 6/20/2018 <br />TECH: MJAMES <br />VERSION N0. 4al <br />SHEET NO. <br />8 <br />