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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 < 1 .0 <br />Safe vertical load + Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />o O o o :' :• <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />AO © © O O Or <br />8RF14-1B/1T 8RF14-0B/1T <br />© O <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B11T <br />® © ® O <br />O O <br />O O <br />$F16-OB/1T <br />8F16-1B/1T <br />FO <br />® <br />O O <br />81=20-013/1 T <br />FORM & GROUT SOLID <br />LU <br />�0 <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />0 <br />i <br />IMEN <br />p <br />E <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J Lll <br />6F16— B/1T <br />I- J <br />a <br />Co <br />n O <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />cT precast lintels = 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. <br />AT OP <br />(1) REQ'D <br />1/2" <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />G d <br />d O d <br />d <br />.M.U. <br />#5 REBAR AT TOP <br />° Q <br />o <br />d ° d <br />� <br />GROUT <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />C <br />d d <br />G <br />< <br />n J <br />Q A <br />d <br />Ir <br />to ¢ <br />° Q <br />C.M.U. <br />5 REBAR AT <br />= w <br />a <br />O <br />BOTTOM OF <br />0,t' rn z w <br />W 0 U) <br />LINTEL CAVITY <br />t~n <br />uJ Lu <br />` n <br />OTTOM <br />� ac <br />" <br />REINFORCING <br />Q Q O m J <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />°z LL 0 W L" <br />¢ -' O 3 � <br />n rr a <br />D D <br />(VI A, �° <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />' NOMINAL WIDTH <br />(VARIES) <br />ccn <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 />,OF <br />O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />WAI <br />'O C <br />��A,f • �, TPQ y s �i �,,,, 1'" <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residenfial 6th Edition. Engineers signature and seal is only for <br />the structure] <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />y � <br />WE <br />iu ` <br />i <br />co OD <br />pp cp W U N 1 # <br />N <br />M1 <br />N N a N LL <br />C <br /># <br />J W <br />a <br />LL <br />Q <br />13 <br />(M M W W <br />J LL LLa a of <br />0�o <br />� <br />me <br />' °oG m m O <br />W <br />3 <br />IL <br />(n I a <br />OD o_OL <br />Lo m O <br />t, <br />6 <br />N Q 0 J <br />O <br />V El El El <br />y. 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