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a <br />v <br />S <br />4 <br />ao <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 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 / . 0 <br />Safe vertical load Safe horizontal load \— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />SEE.IIs= <br />I <br />8F441B/1T8F401B/1T 8RF400BIlT 8F321B/1T <br />FORM k GROUT SCUD <br />CV Q <br />o �w <br />`- U <br />0 /5 BAR CONT. <br />8F12-1B/1T <br />'V LINTEL DETAIL <br />SCALE = N.T.S. <br />C C <br />E <br />IC <br />C <br />Em <br />0 <br />EEEE <br />�C GC <br />It <br />- <br />C <br />C <br />_C <br />- <br />101010 <br />= C <br />- <br />■ ■ <br />� � <br />■ <br />■ <br />■ <br />■ <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J W <br />8F16— <br />B/1T <br />H J <br />to <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c-i-t p � Clintels = 3500 psi. <br />2. rc 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 = 19DO 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 />R <br />(1) REQ'D <br />(1) <br />LEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />d a <br />G <br />.M.U. <br />#5 REBAR AT TOP <br />n • n <br />a <br />GROUT <br />MIN. (1) REQ'D ° Q <br />" <br />_ <br />D <br />1-1/2" CLEAR <br />e a <br />G <br />e <br />r J O Q �. <br />C.M.U. <br />-45 REBAR AT <br />= - m i j <br />BOTTOM OF <br />IL'n W v. 4 - <br />',*-BOTTOM <br />LINTEL CAVITY <br />E v 0 m J <br />W <br />Ir tj O L <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢¢O <br />¢ Q try ro j <br />Z�Z u. O w ,n <br />¢ . - b 3 D Q D <br />#5 REBAR AT BOTTO <br />7-5VACTUAL <br />'NOMINAL WIDTH <br />N E iO �, <br />AS INDICATED <br />(VARIES) <br />tt; Cr o 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 bowling agent must be applied to the Steel Box lintels prior to <br />applying the cementitiuos coating. See contractor specificatons <br />O <br />6-10" LL <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6-6" LL <br />( MIN. <br />17'-4" LL <br />O <br />6-10" LL <br />LINTEL PLANT <br />SCALE: 14"=1'-0" <br />0 V <br />Z o <br />CD <br />Q <br />d <br />via <br />Z <br />V) 0 <br />w <br />�o <br />�U <br />OLU <br />� c <br />Lo <br />U <br />w <br />o r- <br />m <br />a) ct i <br />to cC <br />.}cp <br />C) fYj <br />N <br />L U.o <br />a` <br />Ln <br />o <br />1 <br />MD. <br />d <br />N O <br />p� <br />cl rn e <br />Z M , )Iw', Z <br />co w <br />- N <br />#A <br />W <br />.'www Ww.eet�•. .. <br />— �•� Gj ®!� c;t <br />�• <br />2 <br />5�P �,,'' ,cam <br />•°•. <br />''' <br />�. F L� <br />fQ1?0FESS\0XX e <br />t�•r�lFt! i t t lttl�ted\. <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 />r� O <br />hY <br />LLJ <br />a <br />zo <br />LJ d Q� <br />N uodQ <br />W <br />1 s J <br />hn <br />V y�u'N <br />^^L' <br />N <br />f ZZ <br />Z3 <br />U= <br />TT� <br />CL <br />w <br />� <br />o�z <br />� <br />Vr <br />w <br />F <br />N <br />Q� <br />Z <br />LL <br />Z <br />J <br />r-I <br />W <br />LJJ <br />X <br />Z <br />Otj <br />aMIN < Z Q <br />Z <br />a o <br />0° <br />O <br />oo <br />:5= <br />Lu <br />rn <br />t-+ <br />a <br />V) <br />o <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAM ES <br />VERSION NO. 4n0 <br />SHEET NO. <br />8.0 <br />