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3 <br />m <br />cV <br />00 <br />v <br />v <br />00 <br />O� <br />tn <br />rh <br />ib <br />I <br />rn <br />m <br />00 <br />N <br />CNCN <br />ran <br />00 <br />00 <br />aci <br />v <br />rn <br />c <br />3 <br />Q <br />N <br />Ca_ E <br />c� <br />E <br />O <br />2C <br />N <br />a <br />rZ <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-piace 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 />8F441B/1T8F401B/1T 8RF400B/iT 8F321B/iT <br />FORM do GROUT SOLID <br />iV Q <br />W <br />�U <br />O #5 BAR CONT. <br />8F12-1B/1T <br />4'-6" LL <br />VLINTEL DETAIL <br />= N.T.S. <br />No <br />am <br />20 <br />no. <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 />Q <br />8 F 16— <br />B/ 1 T <br />U <br />tNOMINAL. <br />QUANTITY OF <br />r <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />77Tc_p_r_e_c`es_t finials = 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 />#5REBAR <br />MIN. <br />ATTOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />4 A <br />O <br />A a <br />#5 REBAR AT TOP <br />= <br />O <br />c <br />G <br />.M.U. <br />w <br />e n <br />MIN. (1) REQ'D ° 4 <br />1-1/2" CLEAR <br />2 <br />a <br />z <br />e <br />o <br />C d A <br />4 <br />0 <br />z <br />GROUT <br />O <br />, <br />r J t] Q 0 <br />a <br />cn rn <br />5 REBAR AT <br />= — U) w <br />e <br />BOTTOM OF <br />U)K w — <br />4 <br />w 0 t; <br />o '-*—BOTTOM <br />LINTEL CAVITY <br />Q w \ <br />a T 0 v <br />REINFORCING <br />4 ¢ d ('ro Z <br />LL <br />7-5/8"ACTUAL <br />PROVIDED IN <br />z w Ci 'r' D D <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ _' d 3: cNo <br /><o L. �7 <br />5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />c � Lu n0. <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 />1-10" LL <br />O <br />6'-6" LL <br />O <br />T-4" LL <br />(E) <br />MIN. <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />c� <br />OWN <br />j <br />"* * J <br />^a' <br />w <br />�J <br />Q at <br />-p O� <br />0 <br />f M <br />ES <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 <br />Florida Building <br />Code - <br />Residential 6th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />Wa <br />/� <br />E <br />00 . <br />O O <br />pCo con <br />N CO R Xk <br />N <br />V <br />O [A <br />M N N N <br />J J <br />04 (L LL <br />up <br />3LL— <br />Lu <br />r—'i. 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