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ao <br />W. <br />E <br />W <br />g <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 L/180. <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 veritcal (gravity and uplift) and horizontal (lateral) <br />loads should 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 1 B/1 T 8RF40 OB/1 T 8F32 1B/1T <br />FORM do GROUT SOLID <br />CV <br />U <br />O .5 BAR CONT. <br />8F12-1 B/1 T <br />0 <br />"V' LINTEL DETAIL <br />SCALE = N.T.S. <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />2 <br />w <br />6F16- B/1T <br />a <br />o <br />tNOMINA L QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />MATERIALS <br />cT-f c precast = 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 />#5 <br />MIN. <br />AT <br />(1) RE.(1)REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />° O <br />d <br />d <br />.M.U. <br />#5 REBAR AT TOP <br />4 <br />D <br />° ` ° <br />MIN. (1) REQ'D <br />1-112" CLEAR <br />GROUT <br />QL <br />L44 <br />5 REBAR AT <br />= y cn w <br />C.M.U. <br />4 <br />BOTTOM OF <br />O ? w <br />w O t; <br />LINTEL CAVITY <br />LU <br />OTTOM <br />o� (J o <br />REINFORCING <br />a ¢ <br />"-- <br />7.5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z p w 6 <br />¢ m O 3:g <br />� a <br />D D <br /><1 <br />�o <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />40MINAL WIDTH <br />(VARIES) <br />U)) r' <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 />4'-0" LL <br />-8" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=V-0" <br />G V <br />Z Cn <br />0 <br />— o <br />z c°Oy <br />z <br />Q <br />w <br />z <br />c/i C9 <br />w <br />�® <br />•V <br />Ow <br />o~ <br />F_ <br />U <br />is <br />Cl)u <br />m0 <br />�� <br />W <br />F- o <br />�M M <br />co <br />= ai <br />O `o 0 <br />U <br />�0 <br />-LL00 <br />Nao <br />Q rn <br />u� c0 <br />rn ¢ o <br />A® <br />B D. <br />N C H.D C <br />N N <br />v h N <br />8'CCD,Z m yt W CS, ° <br />� <br />C,�z, <br />ZU) <br />in LL o rz7 w <br />w <br />a) ca <br />LU LL o <br />Ch V ¢ L <br />Z C S <br />a (D o <br />o� <br />Z . b - ¢ <br />LILLMH <br />ffi <br />01 <br />t .' y'7�,❑ <br />•,` '' W KkYC' DSEN OM <br />El: <br />F 1, O �v <br />A•• e <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 />Engineers signature and seal. <br />MI ddr <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />OZO <br />z¢ <br />¢� <br />¢ <br />w it <br />UZOO <br />Z <br />Z UUI U ¢ <br />WW <br />J <br />aao00 <br />OW W N <br />F o <br />L <br />fir, <br />Z Z <br />y 0 <br />Z Z <br />C <br />�3 <br />�o <br />_0 <br />z <br />o <br />U <br />J <br />yo�o <br />ism <br />�1.1/�jOU <br />Ld / <br />Lu a <br />�a0� <br />' V <br />A <br />J <br />Z ¢ Z <br />W <br />1 <br />¢a�� <br />g0 <br />z <br />z <br />.-� <br />3 <br />� <br />� <br />W <br />w <br />6-tt <br />�ZO <br />g�� <br />n <br />cv <br />Q <br />z <br />z <br /><Z <br />RZO <br />m <br />06 <br />z <br />:5= <br />w <br />¢z <br />LU <br />r <br />a <br />o <br />SCALE : AS NOTED <br />DATE : 4/12/2018 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />8.0 <br />