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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 verttcal (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 / • O <br />Safe verticalload Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />l� New <br />IE <br />' I <br />8F441B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />FORM k GROUT SOLID <br />} <br />CV JQ <br />O <br />O %5 BAR COW. <br />8F12-1B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />i <br />e <br />E <br />[ <br />€ <br />F° <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 />8F <br />16— <br />B/1 T <br />< <br />a <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />ci -P precast lintels = 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 />#SRE <br />MIN. <br />R <br />(1) 1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />4 ° <br />° <br />° <br />4 ° <br />.M.U. <br />#5 REBAR AT TOP <br />°d ° <br />a <br />GROUT <br />MIN. (1) REQ'D ° 1-1/2"CLEAR <br />, <br />D D <br />a <br />° ° <br />4 <br />< <br />n J Q G <br />in ° 4 C.M.U. <br />° <br />5 REBAR AT <br />= T to w <br />BOTTOM OF <br />�- U)- w - <br />4 <br />o <br />LINTEL CAVITY <br />o uJ 0 U)) w /� <br />\ <br />-BOTTOM <br />O¢UOZ U'L <br />REINFORCING <br />a ¢ (7 M <br />cr <br />LL <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z O w n p ( p <br />¢ -' Ci 3 i #5 REBAR AT BOTTC <br />v. C AS INDICATED <br />' NOMINAL WIDTH <br />(VARIES) <br />U)� fr m <I <br />` <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 plarddetails 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 />T-10" LL <br />UF U <br />4'-6" LL 4'-6" LL <br />6'-6" LL <br />MIN. <br />17'-4" LL <br />LF <br />� <br />5'-10" LL <br />LINTEL PLAN — ELEV-131 <br />SCALE: %4'=l'-0" <br />IV <br />. <br />te. .ytl.f t} jt „p0�. <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 Code - <br />Residential 6th Edition. 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