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v, <br />m <br />it <br />v <br />v <br />x <br />�o <br />O <br />J <br />rC"! <br />r` <br />N <br />Cn <br />c <br />v <br />x <br />�o <br />O <br />J <br />tp <br />n <br />N <br />0 <br />f <br />c <br />c <br />3 <br />FU- <br />Q <br />c. <br />E <br />f— <br />N <br />O <br />v <br />c <br />N <br />ti <br />U <br />E <br />c�> <br />I <br />U <br />N <br />O <br />C <br />s <br />01 <br />d <br />0 <br />0 <br />0 <br />0 <br />N <br />O <br />N <br />N <br />r <br />0 <br />m <br />r� <br />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 should be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load < 1 .O <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />O © © O p 0 p <br />8RF14-1B11T 8RF14-0B/1T <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40013/1T 81=321B/1T <br />loll <br />FORM & GROUT SOLID <br />CV Q <br />O .= W <br />U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />FORM & GROUT SOLID <br />CV Q <br />O .= W <br />U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />i <br />O <br />5'-10" LL <br />I T rr- UGJIla1VH I IUINI <br />F = FILLED WITH <br />#5 REBAR AT TOP <br />IN. (1) REO'D <br />ALTERNATE POWERS <br />GROUT / U = UNFILLED <br />a ° <br />-1/2" <br />R=RECESSED <br />CLEAR <br />STEEL LINTEL <br />QTY. OF#5 <br />° <br />O MIN. <br />REBAR @BOTTOM <br />° <br />OF LINTEL CAVITY <br />d <br />M.U. <br />#5 REBAR AT TOP <br />17'-4" LL <br />4 <br />w <br />4` ° <br />MIN. (1) REO'D <br />Q <br />1-1/2" CLEAR <br />8F16- B/�IT <br />¢ <br />Z <br />" <br />a <br />° 4 <br />a <br />Q <br />Z <br />� <br />a <br />GROUT <br />A' <br />t QUANTITY OF <br />° <br />5 REBAR AT <br />U)tNOMINA T ~ J <br />z <br />WIDTH <br />#5 REBAR AT <br />O <br />BOTTOM OF <br />a w <br />d <br />- <br />4'-6" LL <br />TOP <br />o <br />LINTEL CAVITY <br />w V O L <br />n \� <br />` \� <br />NOMINAL <br />OTTOM <br />o it U OLu <br />" L <br />HEIGHT <br />REINFORCING <br />¢ ¢ C1 z <br />7-5/8"ACTUAL <br />PROVIDED IN <br />z LL o w <br />D D <br />8" NOMINAL WIDTH LINTEL <br />� N <br />r' <br />�o A, �n <br />#5 REBAR AT BOTTO <br />AS INDICATED <br />(VARIES) <br />r~n Ds 0:p0 <br />MATERIALS <br />c'1—f precas T1mels = 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 />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 />O O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4"=1'-0" <br />V <br />I;'a �k�SC6BFf!'6 C <br />xf� <br />O V,�At *,�� <br />e C14 <br />tell <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. 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