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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 AC1530 <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 verttcal (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 />a e verticalload Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />FORM dt GROUT SOLID <br />� J <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />_ <br />o <br />E <br />■ ■ <br />p � - <br />pCp C C <br />Cp � C <br />E <br />• • • • <br />■ <br />■ <br />_ C <br />- <br />- <br />C <br />• • <br />� <br />C <br />in <br />C <br />� <br />C <br />C <br />C_ <br />E <br />C <br />E <br />E <br />- <br />E <br />C <br />■ ■ <br />■ <br />■ <br />G ■■ <br />OM <br />HN i■ <br />■ <br />■ <br />• • <br />• • <br />• • <br />• • <br />• • <br />1 Yt L UtJIUNAI IUN <br />F=FILLED WITH <br />GROUT /U=UNFILLED <br />#5REBAR <br />MIN.(1)REQ'D <br />ATTOP <br />LEAR <br />"d" <br />ALTERNATE POWERS <br />STEEL LINTEL <br />a <br />R =RECESSED <br />4 <br />QTY. OF #5 <br />° ° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />G ° <br />,M,U, <br />#5 REBAR AT TOP <br />_ ° ° ° <br />MIN. (1) RECtD ° 4 1-1/2" CLEAR <br />U 16— B/ 1 T <br />° °° <br />• a <br />GROUT <br />tNOMINAL,e <br />t <br />° <br />n J6 a o <br />N � ro ° 4 c.M.u. <br />QUANTITY OF <br />5 REBAR AT <br />- D z w <br />WIDTH #5 REBAR AT <br />TOP <br />BOTTOM OF <br />LINTEL CAVITY <br />o. — 4 - <br />U O (n 9 <br />n <br />Z 1 U <br />NOMINAL-° <br />-BOTTOM <br />_ <br />o M U$ <br />HEIGHT <br />REINFORCING <br />a tS ro <br />U AL <br />PROVIDEDIIN <br />p /� p <br />< b 3 <br />8" NOMINAL DTH <br />2 <br />pp 1 REBAR AT BOTTO <br />¢ �, AS INDICATED <br />(VARIES) <br />rq 6 ° <br />4 <br />MATERIALS <br />16 GAUGE POWERS <br />c-T-f precast lintels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />1. Refer to manufacturers specifications for Installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturers specifications. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <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 cementiduos coating. See contractor specifications <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 />O <br />4'-0" LL <br />O <br />5'-4" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />0 <br />0 <br />0 <br />U C`1 <br />z <br />ga <br />z g <br />a <br />� <br />�N <br />z <br />Q) U <br />ro LU <br />.O <br />w <br />c <br />V)LU <br />Y <br />'® = O <br />U <br />Q W <br />0c <br />S <br />N <br />O � # <br />U Z O N W z <br />m <br />w <br />060 <br />Q <br />in <br />Z 0, 1llf/��0 o <br />LL 0 <br />Z J <br />_ 6 �k <br />U �P� a., <br />'•,� C2 <br />4i <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 />O <br />CIO <br />M <br />w <br />z <br />LJL <br />ctF E <br />o <br />zo <br />a <br />i <br />>w <br />zu <br />E 0 <br />wa <br />Z <br />_ <br />O E <br />N <br />�_ It <br />�aS <br />�o <br />¢ <br />Zr_ <br />M <br />C <br />O <br />=LL <br />CAI <br />J <br />�tl <br />gW <br />�Zo <br />U <br />a <br />W <br />U <br />NLL <br />N W <br />_ <br />CID <br />!zy <br />r <br />8 <br />T <br />>M <br />L <br />> <br />Ln <br />■� <br />T <br />M <br />.-. <br />> <br />O <br />cc <br />^/ <br />L0 <br />'L <br />Y <br />rI <br />O <br />2 LIn o <br />r <br />z <br />N <br />• T CM N <br />� ^ <br />o <br />Z <br />a <br />E <br />U _j Q p <br />JOB <br />NO : 19-5908 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />