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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 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 oad Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />81`441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />FORM dt GROUT SOLID <br />d. 4� <br />O e- W <br />�U <br />O #5 BAR CONT. <br />8F 12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE - N.T.S. <br />■ <br />■ <br />i <br />■ <br />Is <br />■ <br />� E <br />• • <br />• • • • <br />1 1 <br />- E <br />C <br />E <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 />w <br />8 F 16— <br />B/ 1 T <br />a <br />N z <br />tNOMINA1. <br />t QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cTi precast fintels = 3500 psi. <br />2. fc 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 = 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 />MIN. (1) REQ'D <br />ALTERNATE POWERS <br />CLEAR <br />STEEL LINTEL <br />.M.U. <br />#5 REBAR AT TOP <br />MIN. (1) REal) o 4 1-1/2"CLEAR <br />ACTUAL <br />—GROUT <br />D D <br />r J <br />Q <br />w T " <br />° 4 <br />C.M.U. <br />45 REBAR AT <br />= 2ww <br />BOTTOM OF <br />cuJ - <br />w w O <br />- <br />LINTEL CAVITY <br />^ <br />` U, Q <br />BOTTOM <br />0 tr U$ Z <br />REINFORCING <br />a (i <br />PROVIDED IN <br />O Q n <br />R <br />t <br />LINTEL <br />F co i j l <br />Q Q <br />AS INDICATED <br />(VARIES) <br />m zn¢ 6 <br />p , 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 bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitiuos coating. See contractor specifications <br />O <br />6-10" LL <br />OF O <br />4'-6" LL 4'-6" LL <br />O <br />6'-6" LL <br />(�) <br />MIN. <br />17'-4" LL <br />O <br />6-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4'=V-0" <br />,.,Q��e1etaucren <br />���� <br />VVIVrs <br />enr0"•A <br />N <br />s1! • � l w\ <br />�OFF.SS\OAP <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 />`.� <br />`° <br />8'cb <br />Lo8 <br />M N LL LL <br />04 <br />y <br />•=LL � U_LLaWa <br />a <br />tiv'tL as w0 <br />Z <br />-o Co 0) C) X <br />O: <br />= r C. m m o 0 <br />m c- <br />Z <br />LLW <br />N O N C 8 5 <br />04 <br />Z <br />_J <br />U ❑❑❑❑ <br />R V <br />z N M <br />z g <br />Q rd <br />N <br />_ M <br />Z <br />(� <br />w <br />U <br />a <br />O <br />,ICU <br />is <br />~ <br />N <br />c <br />" <br />U <br />dmQ <br />J <br />w <br />g� <br />O <br />�IE <br />F <br />Z O <br />0 <br />ry <br />~ <br />w? <br />5o� <br />O< <br />oa <br />Z <br />E <br />O <br />i <br />¢F <br />�� <br />W <br />C: <br />C <br />aU <br />N <br />m0 <br />F o <br />z"W' <br />Z <br />� J <br />3 <br />O <br />ap <br />02 <br />Q W <br />�z <br />ao <br />Wa <br />0 <br />�G <br />0o <br />LL <br />N W <br />= F <br />O <br />ZZIwot= <br />°d <br />v 3 <br />0 <br />2N <br />= <br />o� <br />L <br />`0 <br />co <br />.� <br />c <br />CO <br />N <br />m <br />v <br />CO <br />."00 <br />■� <br />rn <br />ct <br />T <br />Z N <br />.T� <br />E <br />:3N <br />M r <br />Z <br />z <br />£ O <br />E <br />w <br />a <br />U � <br />Q 0 <br />� <br />JOB <br />NO: <br />20-0556 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />