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_ 1 1 I I 1 1 1 1 1 1_ <br />'1 11 1 i 1 1 1 I 1 1 1 1 1 1 1 11'_ m' 111. I i <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 verttcal (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 �� • O <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F401B/1T 8RF400B/1T 81`321B/1T <br />' 1'16-01311 <br />•01• • <br />FORM dr GROUT SOLID <br />o W <br />�0 <br />O /5 BAR CONT. <br />8F12-1B/1T <br />O <br />V LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />om <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />w <br />H J <br />o <br />tNOMINAL, <br />L QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#5 REBAR ALTERNATE POWERS <br />MIN. (1) REQ'D <br />CLEAR STEEL LINTEL <br />° ° <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D ° 4 1-1/2" CLEAR <br />° <br />A <br />° <br />G <br />GROUT <br />° <br />JS <br />Ir <br />° <br />° <br />5 REBAR AT <br />OF <br />r~n w <br />y <br />BOTTOM <br />0.F <br />U),o <br />LINTEL CAVITY <br />o U 0 W Lu <br />-BOTTOM <br />o ¢ ci O � <br />REINFORCING <br />¢ ¢ C7 ¢ <br />7.5/8"ACTUAL <br />PROVIDED IN <br />Z LL d U, u^, <br />'NOMINAL WIDTH LINTEL <br />¢ • • O 3 N <br />(VARIES) <br />u~i � � 6. <br />MATERIALS <br />cpr T {�ecasflintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" 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 />D � <br />Q <br />° a %-C.M.U. <br />' 4 n - <br />a U L <br />D i D #5 REBAR AT B( <br />Q Q AS INDICATED <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 cementitluos coating. See contractor specifications <br />O CF I <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4r=V-0" <br />i <br /><Cpo <br />^^� <br />J�' �..f <br />4u <br />4111 <br />e <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 <br />Florida Building Code - <br />Residential 6th Edition. 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