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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. 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 vertical (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 i • O <br />Safe vertical load Safe horizontal load — I <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />�I I <br />8F44 1 B/1 T 8F401 B/1 T 8RF40 OB/1T 8F321 B/1T <br />FORM & GROUT SOLID <br />4 MO:p5 <br />BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />!I <br />Is <br />I <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />W <br />8F16— B/1T <br />F <br />a <br />A <br />Z <br />LNOMINAL, L QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />MATERIALS <br />cT-f precast untals = 3500 psi. <br />2. fc 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 (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 />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#S REBAR <br />M IN. <br />AT REQ'D <br />(1) <br />—ILEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />G ° <br />4 <br />M.U. <br />#5 REBAR AT TOP <br />A ° <br />GROUT <br />MIN. (1) REQ'D ° Q 1-1/2" CLEAR <br />D <br />-J = Q�C.M.U. <br />LA <br />REBAR AT <br />= Ln y w <br />BOTTOM OF <br />� y 2 W — <br />OF W d <br />LINTEL CAVITY <br />o v 5 <br />uJ <br />OTTOM <br />O w 0$ <br />REINFORCING <br />¢ 0 1 <br />.5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z gi m D D <br />rn •' O 3 m 5 REBAR AT BOTTON <br />o it a �. 4 AS INDICATED <br />MINAL WIDTH <br />(VARIES) <br />u~i r o o <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 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 cementltiuos coating. See contractor specifications <br />O OF <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: Y4'=1'-0" <br />A <br />0. <br />L <br />.• <br />To the best of the Engineers knowledge, information and belief, <br />the stnKWral plans and specifications contained within these <br />drawings comply with the 2017 <br />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 />Engineer's signature and seal. <br />W <br />E <br />—c�rr <br />ci <br />oocl <br />J LL <br />P9 M -, S # aD LL <br />ai <br />di <br />�LL9 322IL LL a. 13 <br />w M S W C a: <br />> a Y <br />Z <br />0 <br />W <br />0�313 <br />1% <br />W <br />M2% mm OO <br />o � 8 <br />2 Ern_j oeL <br />ILW1 <br />=aZ_o <br />N M Z ti O <br />t- J <br />W <br />v ❑❑❑❑ <br />C9 <br />Z <br />Z <br />Z � <br />m <br />d N <br />to <br />:- <br />Z <br />■ <br />(� <br />w <br />J� <br />OLn <br />w � <br />" <br />C) m <br />TT <br />= o <br />VI <br />U <br />• <br />Q 9A <br />` <br />C13 <br />M <br />z <br />W <br />Z <br />J <br />Q <br />y <br />o�- <br />�0 <br />E V <br />t6o <br />C <br />X U <br />=wa <br />§o <br />U <br />Z <br />o E <br />L <br />ao <br />nd <br />2C" wo <br />.Z <br />a Z <br />ra <br />,_ <br />Q p <br />Z <br />UyU <br />m Z <br />F O <br />Z r <br />ZN <br />VJ J <br /><a <br />Z <br />3 <br />$ <br />U <br />a <br />W <br />d 3 <br />yw <br />oLL <br />z <br />oo <br />F <br />NJ <br />Iw <br />0 <br />ACV <br />= <br />>'qj- <br />d <br />L <br />to <br />W <br />C).� <br />c <br />M <br />`_° <br />tV <br />.-. <br />C m <br />(0 <br />Z c <br />r <br />O� <br />C) <br />� <br />T <br />N <br />E <br />l0 <br />O <br />M <br />N <br />z <br />Z <br />E <br />C <br />0- <br />0 � <br />JOB <br />NO: <br />20-0558 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />