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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 L/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 <1 .0 <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />01 !Ell NMI <br />1/0 <br />S Kim Imm. Ki "a <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF4006/1T 8F321B/1T <br />FORM do GROUT SOUD <br />77 <br />(V Q <br />o <br />LLJ <br />�U <br />0 <br />#5 BAR CONT. <br />8F12-1B/1T <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />IN <br />N. <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J uJ <br />8-16_ <br />B/1T <br />aZ <br />�o <br />r <br />tNOMINAi. <br />t <br />L QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />c7pri ecasflintels = 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 />#5 RAT TOP .(1) ALTERNATE POWERS <br />MIN. (1) REQ'D <br />° e _—FAR STEEL LINTEL <br />0 <br />d � <br />a <br />a <br />° .M.U. #5 REBAR AT TOP <br />e' a MIN. (1) REQ'D 4 1-1/2" CLEAR <br />a <br />e <br />e ° <br />_ <br />D <br />e GROUT <br />r J <br />0, m <br />a 4 <br />° 4 <br />C.M.I <br />e <br />5 REBAR AT <br />L <br />= rn <br />— <br />a 0 BOTTOM OF <br />m z w <br />LINTEL CAVITY <br />o—BOTTOM <br />o it Ci O z <br />REINFORCING <br />¢ ¢ c7 <br />7-5/8"ACTUAL PROVIDED IN <br />Z LL p w "' <br />D D <br />' NOMINAL WIDTH LINTEL <br />¢ C1 0 L6 <br />5 REBAR AT E <br />(VARIES) <br />U) rn X a <br /><o L, <o <br />AS INDICATED <br />Q <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 cementitiuos coating. See contractor specifications <br />O <br />5'-10" LL <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6'4' LL <br />(�) <br />MIN. <br />17'-4" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=V-0" <br />P <br />a <br />G3t=" <br />co <br />z N o <br />_ co o <br />z a <br />M <br />CL N <br />QE3 <br />M <br />tJ� Z a <br />WV) <br />M <br />1 ' <br />w o <br />.O � Q <br />w <br />Ln o <br />TS F- O <br />8milk <br />l' <br />= O <br />N N <br />O M Q <br />Z LU41m <br />Z •'` <br />•'N � `a <br />'F <br />LL3AA1,14ME q) <br />LU <br />sI{tar <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 engineedng portions of the drawing pages bearing <br />Engineers signature and seal. <br />o <br />Cfl <br />M <br />M <br />w ¢ <br />zz <br />g <br />w <br />Z <br />a <br />—1 <br />w <br />E <br />U3 <br />Q <br />�z <br />g <br />>m <br />aN <br />Q 0 <br />F�� <br />wo <br />z® <br />D ° <br />ZN <br />_ <br />a E <br />z <br />�o <br />Q <br />o <br />�Q <br />aZ <br />WW <br />L <br />(Q <br />C7 C <br />C <br />O <br />0Y <br />U <br />ym <br />m � <br />O <br />o� <br />Z H <br />'aW <br />N N <br />fn <br />F <br />z Z <br />W <br />fl_ <br />S <br />5a <br />n <br />U <br />yE <br />z <br />�3 <br />C70 <br />co- <br />�u <br />cz7� <br />a 00 <br />Z. <br />U � <br />C O <br />O <br />.y <br />d. <br />w� <br />> <br />O <br />O <br />O <br />Q <br />co <br />C <br />N <br />m <br />� <br />� <br />I_ <br />o <br />T <br />r <br />0). <br />Q 0) <br />_ o <br />T <br />LO <br />O r- Cv <br />r <br />r <br />0) (.0 00 <br />r M CV <br />d <br />cc <br />Z <br />j O M I,,- <br />O 2 <br />z <br />C <br />t0 <br />a <br />'a <br />U � Q p <br />C <br />� <br />JOB <br />NO: 19-5897 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />