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�j!•ill0ii lW�i���::1lIVI�YI�lililGlJ�IlildlliJdJ AL '_, J­ .. -_ —_— I___i+YII: ►.U.I:JALliliil.JlYl�.jl <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 L/360 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 verical (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 />0 0 0 0 <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />© © 0 0 0 0 <br />0 0 0 0 <br />8RF14-16/iT 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />8F44 1B/1T8F40 1BAT 8RF400B/1T 8F321B/1T <br />FORM & GROUT SOLID <br />'v <br />o w <br />�U <br />0 /5 BAR CONT. <br />8F12-1 B/1T <br />O <br />'V' LINTEL DETAIL <br />SCALE = N.T.S. <br />EEE <br />E■ <br />! <br />■ <br />■ <br />i <br />i <br />C C C <br />Ee <br />• • • • <br />1 1 <br />_ <br />E <br />E <br />F <br />s <br />= <br />C <br />c <br />E <br />c <br />E <br />C <br />`e <br />■ <br />■ <br />'e <br />E <br />€E <br />• • <br />• • <br />• • <br />• • <br />• • <br />• • <br />''''1: <br />1 <br />••: <br />1: <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16— <br />B/1T <br />a <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />1. c precigMintels = 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 wl <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 />#5REBAR <br />MIN. <br />ATTOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° d <br />Od d <br />` <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />A' d <br />GROUT <br />MIN. (1) RECI'D ° Q <br />° <br />D <br />1-1/2"CLEAR <br />d <br />° <br />e <br />o o °. <br />m ° 4 <br />C.M.U. <br />d <br />5 REBAR AT <br />U) <br />= — U) i j <br />BOTTOM OF <br />UU)) z w — <br />W rn 4 <br />o <br />LINTEL CAVITY <br />o 0 w <br />—BOTTOM <br />O¢ d O Z <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />Q ¢ U in J <br />Z� LL O tr w <br />¢ w � C D i D <br /><1 °, 0° <br />#5 REBAR AT BOTTO <br />AS INDICATED <br />7-5/8"ACTUAL <br />' NOMINAL WID H <br />(VARIES) <br />v) � ¢ o. e <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 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 cementitiuos coating. See contractor specifications <br />O OF <br />4'-6" LL 4'-6" LL <br />O <br />5-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: 14"=1'-0" <br />E7:=t�ii <br />�.,. IS. <br />cm <br />U <br />" <br />C� 2 <br />F L. O <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. 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