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3 <br />m <br />rn <br />c <br />v <br />v <br />0 <br />0 <br />0 <br />tt') <br />N <br />I <br />N <br />m <br />rn <br />N <br />c <br />v <br />0 <br />M <br />O <br />J <br />N <br />I <br />0 <br />fr <br />c <br />a> <br />v <br />v <br />S <br />rn <br />c <br />3 <br />FV- <br />Q <br />N <br />N <br />/ <br />d <br />E <br />E <br />O <br />S <br />L <br />v <br />c <br />c <br />J <br />y <br />fZ <br />FO <br />0 <br />U <br />yy.+ <br />�O <br />a <br />0 <br />•O <br />O <br />Li <br />N <br />N <br />0 <br />0 <br />a <br />0 <br />N <br />O <br />0 <br />m <br />v <br />Ln <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 &-flection, 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 .O <br />Safe vertical load Safe horizontal load `— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />F <br />mi <br />mom: mffm <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`3216/1T <br />FORM & GROUT SOLID <br />CV <br />b W <br />�0 <br />0 /5 BAR CONT. <br />8F12-1 B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />Elm <br />11111 <br />0 <br />on <br />I <br />I <br />ME <br />0 <br />0 <br />r rrI.-vwr%arXryrrvry <br />F = FILLED WITH <br />;SI REBAR <br />MIN. <br />AT TOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />GROUT / U = UNFILLED <br />"2' <br />a <br />=K <br />R RECESSED <br />LEA <br />STEEL LINTEL <br />QTY. OF #5 <br />0 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />a <br />.M.U. <br />#5REBAR ATTOP <br />4 <br />° ° ° <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />8F16— B/1 T <br />zo <br />a <br />a <br />z <br />° <br />'d <br />zo <br />6 <br />Z <br />° <br />GROUT <br />tNOMINAL.QUANTITY <br />0 <br />n J Q <br />Q L <br />OF <br />° <br />5 REBAR AT <br />�' < W <br />= = CO W <br />4 <br />c.M.u. <br />_ <br />a <br />WIDTH #5 REBAR AT <br />° <br />0 <br />BOTTOM OF <br />m <br />, z w <br />TOP <br />NOMINAL- <br />° '-*-BOTTOM <br />LINTEL CAVITY <br />w W 0 FU) <br />a <br />\ nn <br />a do <br />a U <br />HEIGHT <br />REINFORCING <br />Q a C7 ? <br />_ <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z— W D <br />D D <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ ro C m <br />#5 REBAR AT BOTTC <br />(VARIES) <br />U) Lo � i <br />Qo A, �o <br />AS INDICATED <br />MATERIALS <br />cTf precasfTintels = 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 manufacturers 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 />O O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: %4r=V-0" <br />iN`�'� <br />1� <br />a <br />N <br />% <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 <br />of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />m <br />S N �^p <br />N # <br />0 0 09 C A <br />�} <br />J <br />M N r N * co I.L <br />U) <br />4 <br />113iZ <br />cum <br />3 LL N LL <br />U? 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