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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 AC1318 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 vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F40 1B/1T 8RF40OB/1T 81`321B/1T <br />FORM & GROUT SOLID <br />JF :a. _ <br />CV Q <br />W <br />U <br />0 #5 BAR CONT. <br />8F12-113/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <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 />j, <br />8 F 16— <br />B/ 1 T <br />U. <br />a <br />III <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />v <br />MATERIALS <br />1. c precast mtels = 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 />#S1)REBAR <br />M IN. <br />AT REQ'D <br />(1) <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />_ <br />° n <br />O <br />4 n <br />2 <br />C7 <br />� <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />° 4 <br />= <br />a e <br />MIN. (1) REQ'D <br />1.1/2" CLEAR <br />J <br />z <br />° <br />A <br />Z <br />A <br />° <br />GROUT <br />D D <br />„ <br />�o <br />a o <br />U <br />4 <br />C.M.U. <br />5 REBAR AT <br />= U) U) i j <br />1 <br />BOTTOM OF <br />1, w <br />Lu <br />o '-*—BOTTOM <br />LINTEL CAVITY <br />O v~ioj <br />o v <br />ouJ <br />U 0 <br />REINFORCING <br />¢ a C7 inZi Z <br />W <br />N <br />— <br />7-518"ACTUAL <br />PROVIDED IN <br />Z �, <br />D D <br />8" NOMINAL WIDTH <br />LINTEL <br />F ib b <br />a a <br />#5 REBAR AT BOTTO <br />AS INDICATED <br />(VARIES) <br />to � IY o_ L6 <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 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 />6-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=l'-0" <br />r <br />r� <br />_q <br />r i <br />. N <br />kJ <br />•• \ PLl <br />, T� <br />• l Q <br />I <br />0 ^� <br />, <br />r •e <br />•. •• <br />0 <br />""ea• <br />ee"1p �M. .. <br />• > QFES5X <br />1,100 <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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