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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 �� ■ 0 <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />FORM & GROUT SOLID <br />O N W <br />� � J <br />Lx�-#5 BAR CONT. <br />8F12-1 B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />Ems <br />I TrG VCJIl.71VH11VIV <br />F = FILLED WITH <br />#5REBAR .(1)RE AT TOP <br />MIN. (1) REQ'D <br />ALTERNATE POWERS <br />GROUT /U=UNFILLED <br />° <br />= <br />R RECESSED <br />CLEAR <br />STEEL LINTEL <br />QTY. OF #5 <br />O <br />° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />G <br />M.U. <br />#5 REBAR AT TOP <br />Q <br />w <br />° ° ° <br />MIN. (1) REQ'D <br />A Q <br />1-1/2" CLEAR <br />F 16- B/ 1 T <br />az <br />6 <br />L6 <br />z <br />a <br />GROUT <br />D <br />tNOMINAL.QUANTITY <br />o <br />, <br />OF <br />° <br />5 REBAR AT <br />= - w <br />C.M.U. <br />WIDTH #5 REBAR AT <br />a O <br />BOTTOM OF <br />a n z F <br />w '6 <br />4 <br />- <br />TOP <br />LINTEL CAVITY <br />w 0 to <br />n <br />NOMINAL- <br />o <br />OTTOM <br />O Emutj p W <br />HEIGHT <br />REINFORCING <br />¢ ¢ d m Z <br />7-5/8"ACTUAL <br />PROVIDED IN <br />z- 6 w'n <br />D D <br />8" NOMINAL WIDTH LINTEL <br />¢ O 3.' <br />�o A, �o <br />5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />U) in X a <br />4 <br />MATERIALS <br />cTf precalintels = 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. Rebar 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 />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 cemenfitiuos coating. See contractor specifications <br />4'-6" LL 4'-6" LL <br />O O <br />5-10" LL <br />O <br />LINTEL PLANT <br />SCALE: %4"=V-0" I <br />r <br />V M � <br />z � o <br />m <br />o <br />z <br /><c <br />J M <br />� N <br />M <br />z � <br />N C <br />^. ♦n O <br />tiJ <br />W LL <br />r� Y <br />,i r g <br />n Q <br />to e <br />U m <br />w E <br />g <br />! <br />! <br />x� <br />_ :IFU o <br />c U) Y; <br />0 <br />Q rn <br />i <br />Sm <br />N N <br />O � � <br />z g o N o w z <br />M N Z <br />Q NJ <br />ZZ cy`Ott <br />V <br />f <br />� <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 />oco <br />M <br />o <br />w <br />z <br />z¢ <br />U- <br />Q E <br />QC) <br />z o <br />w� <br />z <br />y m <br />E <br />♦co <br />E <br />o¢ <br />❑a <br />O - <br />O, <br />i Z <br />N <br />L <br />Wo <br />QU <br />a W <br />mi <br />O <br />rd <br />Y <br />U <br />ym <br />Z <br />Z <br />QW <br />3 <br />0� <br />o� <br />gg <br />a <br />rnw <br />W <br />o� <br />Z <br />=3 <br />CZ) <br />C7 <br />co <br />J <br />oa <br />10 <br />U~ <br />C CDO <br />In <br />nL1 <br />W <br />>_ <br />■ L <br />0 <br />O <br />O <br />U) <br />0 <br />Y <br />U <br />~ <br />m <br />W <br />t <br />c <br />■TT� Q <br />LO <br />ai <br />Z. O M N <br />3 0 <br />0 <br />m <br />Z <br />E 0 <br />G <br />a <br />U J Q !] <br />J <br />JOB <br />NO: 19-5894 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />