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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 �� . 0 <br />Sae vertical load Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />on- mom 8F20-0B/1T <br />19,11, <br />i. . 9.1 ka <br />8F441B/1T8F401B/1T 8RF40OB/lT 8F321B/1T <br />FORM k GROUT SOLID <br />#5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <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 />a <br />w <br />x <br />F 16- B11 T <br />t- <br />Q <br />J <br />Z <br />6 <br />Z <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINA <br />° <br />HEIGHT <br />MATERIALS <br />1. c precas 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 />#5REBAR <br />MIN. <br />TTOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />STEEL LINTEL <br />J-1LEAR <br />° ° ° <br />d ° <br />.M,U. <br />#5 REBAR AT TOP <br />Q <br />D <br />MIN. (1) REQ'ID <br />1-1/2" CLEAR <br />° d <br />GROUT <br />J = <br />Q <br />C.M.U. <br />5 REBAR AT <br />= U) rn w <br />_ <br />a <br />° O <br />BOTTOM OF <br />L rn z w <br />w w 0 <br />LINTEL CAVITY <br />r~n <br />Lu <br />n <br />-BOTTOM <br />0 W d O Z <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ 4 c7 Z <br />Z "Low � <br />¢ _ " Ci � <br />a <br />D /� D <br />i <br />Qo A, Qo <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />7-5/8"ACTUAL <br />40MINAL WIDTH <br />(VARIES) <br />u~i � � <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. IFASMALLER 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 fALT.) <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 cemenbtiuos coating. See contractor specifications <br />4'-0" LL <br />O <br />5'-10" LL <br />O <br />5'-4" LL <br />O <br />LINTEL PLAN <br />SCALE: %4'=l'-0" <br />0 <br />0 <br />M e8 <br />(D <br />z N c0 <br />o <br />z <br />J M <br />CL C. <br />co <br />� z <br />o <br />CD lL <br />-J to Y <br />,v Q <br />O ,,., <br />to c E <br />U rn <br />o <br />&N t- 0 8 <br />z <br />xw t§ ai <br />o <br />o <br />¢ rn rn <br />m <br />N N <br />'w <br />v <br />Z <br />� ZU) <br />M <br />P -2 oo w w <br />us -N`" z a <br />LU <br />k <br />\ <br />v <br />ON <br />C) <br />O� <br />)'�'f�yrtr��� <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />9 <br />w <br />M <br />M <br />J <br />Z <br />o <br />z <br />� <br />iz <br />E <br />Wo <br />? <br />zd® <br />oa <br />C6 <br />l- 0 <br />MO <br />XU <br />00 <br />O <br />°E <br />Qr <br />a <br />ao <br />WE <br />Wa <br />(0 <br />C <br />Z2Z2z <br />o y <br />mo <br />'0C <br />O <br />zr <br />J <br />�'. <br />>z <br />Em <br />N <br />Fz <br />o M <br />0 <br />V <br />�g <br />QO <br />aZ <br />NW <br />I=-k <br />O <br />Q Y <br />SIM <br />O <br />zl¢ <br />= <br />3 <br />C O <br />O <br />U <br />'M <br />L <br />,> <br />M <br />_ <br />L1. m <br />,- <br />Q <br />C o <br />N <br />EL <br />ca <br />S� <br />LO <br />ii C <br />o 0 <br />m <br />V J <br />T <br />IT O <br />co <br />r <br />r <br />M <br />e N <br />E <br />E <br />° <br />m <br />Q <br />E 4 <br />U 0 Q <br />C <br />J <br />JOB <br />NO : 19-5332 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />