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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 L/360 vertical deflection, except lintels 1 T-4" and <br />longer with a nominal height of 8" meet or exceed 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 / . O <br />Safe vertical load + Safe horizontal load \— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F441B/1T8F40 1B/1T 8RF400B/1T 81`321B11T <br />FORM k GROUT SOLID <br />Na <br />o = w <br />�U <br />O #5 BAR CONT. <br />8F12-1B/1T <br />O <br />"I LINTEL DETAIL <br />SCALE =N.T.S. <br />ill I Jill 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 />6 F 16— B/ 1 T <br />a <br />ib <br />n <br />O <br />r <br />tNOMINAL, QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAl <br />0 <br />HEIGHT <br />MATERIALS <br />c-T—f precasTfinI = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" 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 EBAR .(1)RE TTOP ALTERNATE POWERS <br />MIN. (1) REQ'D <br />,/2 <br />0 CLEAR STEEL LINTEL <br />a ° A .M.U. #5 REBAR AT DTOP <br />a ° A MIN. (1) REQ'�_4 <br />1-1/2"CLEAR <br />° <br />° <br />A <br />d <br />D <br />° <br />GROUT <br />r J <br />Q 4 <br />C.M.U. <br />5 REBAR AT <br />M m w <br />4 <br />° <br />BOTTOM OF <br />CL m z w <br />i U) <br />LINTEL CAVITY <br />o V O <br />\ <br />OTTOM <br />m 1 U 0 1- <br />" v <br />REINFORCING <br />a a 3 m <br />a <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />z O w ui <br />¢ C1 3 <br />D D <br />#5 REBAR AT BC <br />dOMINAL WIDTH <br />(VARIES) <br />U)� 1 a'n <br />Qo to <br />AS INDICATED <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 cemendtiuos 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"=1'-0" <br />Lai <br />tul O <br />1� <br />L <br />CD <br />0 <br />f <br />N <br />z S <br />([I <br />z o <br />Q <br />o <br />E3 <br />o_ <br />M <br />z ° <br />� U o <br />lL <br />V w O <br />Q Q <br />0 w <br />v1 c E <br />Vun2 <br />� � <br />U 0o <br />LU m <br />i E <br />o $ <br />U o T) <br />C_ `� <br />®001 <br />44 <br />N N <br />.ill N <br />O � � <br />�� N O W Z <br />Z 1� ;2 �� <br />w <br />a w <br />LU <br />2 <br />ZC3 <br />LL W <br />CC cD <br />t <br />`gyp ��..� <br />°••...,°° • a <br />��- <br />R� <br />ram'•• <br />%1fQ 1' 1 BSt Sti,i! <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 />r— <br />� <br />co <br />w <br />z <br />m <br />U_ <br />o <br />Q <br />C6 E <br />Q <br />E O <br />zo <br />oo <br />wj <br />» <br />¢N <br />?® <br />❑a <br />uo <br />o E <br />N <br />a <br />¢ Z. <br />Q <br />8� <br />ItZ <br />w <br />L <br />(Q <br />_ <br />Z <br />¢ <br />. 0 <br />mo <br />'0 <br />Z Z <br />ZC <br />to J <br />m <br />< " <br />Q W <br />z <br />Q <br />p <br />44 <br />J Z <br />a <br />oz <br />0 <br />0CD <br />F <br />w Y <br />�3 <br />F <br />a0 <br />� <br />o¢ <br />zIa <br />0~ <br />03 <br />C <br />o T <br />'M <br />L <br />> <br />�— <br />LO <br />CM <br />N <br />> <br />TT <br />10 <br />o O <br />m 0 <br />T <br />Lid <br />J r <br />T <br />Lo rn N <br />r <br />ai <br />r <br />yT M M <br />2 <br />o <br />Z <br />r iri <br />E O <br />z <br />CID <br />FL <br />E a� <br />E <br />0 a o <br />JOB <br />NO: 19-5334 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />