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rn <br />00 <br />O2 <br />2 <br />E <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 shoud be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load y . O <br />Safe vertical load Safe horizontal load _\ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F441B/1T81`401B/1T 8RF40OB/1T 8F321B/1T <br />FORM & GROUT SOLID <br />CV -7-+ <br />o �W <br />O J5 BAR CONT. <br />8F12-1B/1T <br />VLINTEL DETAIL <br />SCALE = N.T.S. <br />iMOEN <br />-loom <br />0000 <br />0 <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16— <br />B/1 T <br />co <br />Q1 <br />tNOMINAL. <br />L QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cif precasTiintels = 3500 psi. <br />2. fe prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <br />4, maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CM U) 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 REBAR <br />IN. <br />(1) REQ'D <br />Ct'EAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />a � a <br />#5 REBAR AT TOP <br />O <br />d <br />.M.U. <br />w <br />n` n <br />MIN. (1) REQ'D <br />Q <br />1-1/2" CLEAR <br />x <br />a <br />►�° <br />d d <br />° <br />rd <br />Z <br />a <br />GROUT <br />n J 0 <br />n <br />rn F <br />° 4 <br />C.M.U. <br />5 REBAR AT <br />= w <br />4 — <br />a D <br />BOTTOM OF <br />to <br />a Z <br />w O <br />o <br />LINTEL CAVITY <br />w cnUj <br />\ <br />—BOTTOM <br />O a d O" <br />A <br />REINFORCING <br />c d C7 Z <br />LL <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z w <br />D D <br />8" NOMINAL WIDTH <br />LINTEL <br />Q - O 3:Ln <br />#5 REBAR AT BOTTOM <br />(VARIES) <br />u~i tr a n <br />�o �, �o <br />AS INDICATED <br />4 <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 />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 <br />6'-2" LL <br />O O O <br />6-10" LL 6'-8" LL 6-10" LL <br />LINTEL PLAN - ELEV-B <br />SCALE: %4'=1'-0" <br />a <br />C9 ! <br />Z M <br />0 <br />_ to <br />z <br />Q <br />ni <br />E3 <br />Z <br />Ln CD <br />C: <br />cn <br />w <br />�o <br />�U — <br />p LU <br />o <br />.� U <br />n t <br />2 Cl) <br />o� <br />m <br />W pp <br />F- <br />41 M <br />� �O <br />co <br />_ U <br />isN <br />L U_ 00 <br />�o <br />0as00 <br />tnoo <br />Q rn <br />a� <br />obi d d <br />ElD® <br />N Tc*1 <br />/r_ <br />10 <br />N N <br />C."!`�') Vl N <br />.2 W <br />Z W �N�z � z <br />&_ .+d-'Mao c ..7 <br />U) <br />j U_ O .g W - <br />W _ ��_ a <br />a <br />cLL <br />NJ ¢_� <br />� <br />Z �_ <br />C, <br />�CY <br />s <br />C <br />pop <br />ems, �? IS, 4. <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. 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 />LE N A R <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />z <br />w� <br />za <br />E <br />IXL <br />OUE 0 <br />DUU <br />Z U Z <br />ZZZZW Z <br />Q <br />Ex 0 <br />N <br />Z <br />Z <br />r� <br />z <br />} U <br />f7g� {1rG2,I <br />O <br />� <br />C <br />Z <br />-a <br />`.J <br />� <br />K <br />3 <br />W <br />Z <br />O <br />> <br />1— <br />Z <br />d <br />W <br />V) <br />CAI <br />- <br />o o <br />I- <br />M <br />iliY� <br />o <br />��S <br />J <br />WOgm��� <br />O� <br />fV <br />Z<7� <br />Z <br />Q <br />00 <br />ce <br />Wo <br />_I <br />Q <br />LliW <br />z <br />LL <br />�I7F gU <br />U <br />gF- I,- <br />WZ <br />Ln <br />N <br />Z <br />ado <br />00 <br />cr <br />g <br />=LLJ <br />J to <br />SCALE : AS NOTED <br />DATE : 4/5/2019 <br />TECH: JBERCHAL <br />VERSION NO. 42 <br />SHEET NO. <br />8 <br />