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O <br />O O O O O ° <br />8F8-1B/1T 8F8-0B/1T <br />® o. ubl, <br />O O O O O O <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T <br />© O O <br />10 <br />vJv <br />v av <br />O D ° <br />8F16-0B/1T O <br />OO ° O O ° O <br />8F20-1 13/1 T 8F20-013/1 T <br />(% O <br />< �Vm< O<AU�A <br />TYPE DESIGNATION <br />#5REBAR <br />ATTOP <br />F = FILLED WITH <br />MIN. <br />EQ'D <br />(1) RI <br />GROUT / U = UNFILLED <br />-1/2" <br />a <br />R = RECESSED <br />CLEAR <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />Qw <br />4a ° <br />8 F 16— B/ 1 T <br />az <br />4 <br />,2 <br />z <br />ZQUANTITY <br />° <br />d a <br />GROUT <br />tNOMINAL. OF <br />5 REBAR AT <br />WIDTH #5 REBAR AT <br />O <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINA <br />° <br />-BOTTOM REINFORCING <br />HEIGHT <br />PROVIDED IN LINTEL <br />7-5/8"ACTUAL <br />(VARIES) <br />8" NOMINAL WIDTH <br />MATERIALS <br />11c precast lintels = 3500 psi. <br />Ec prestressed lintels = 6000 psi. <br />§routed per ASTM C476 fg = 3000 psi w/ <br />Maximum 3/8" aggregate and 8" to 11" slump. <br />Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />Rebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />270 low relaxation. <br />7132 wire per ASTM A510. <br />Mortar per ASTM C270 type M or S. <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.20-0630.16 and 20-0630.15. <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 vertical (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 <br />+ O <br />Safe vertical load Safe horizontal load _ . <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D- 1.1/2" CLEAR <br />i <br />Lu �' <br />H � C.M.U. <br />ipUcn <br />(j X <br />wpm <br />aXC <br />a�Lu <br />u Lu <br />H <br />oT0? <br />ccuu - - <br />4 w N � D #5 REBAR AT BOTTOM <br />C - xo �/ l� MIN. (1) REQ'D <br />- <br />I <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 top and <br />bottom of all Powers Steel lintels. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitious coating. See contractor specifications <br />LINTEL PLAN NOTES: <br />, '0 <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />- <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />8RF6-0B/1T <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />;� <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />`:o,° <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />O O <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />0 <br />81720-1B-2T <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />(K) <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />8F24-1B/1T <br />8F24-0/12T <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />:6:1 <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION a@ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION' <br />i nD nD nD nD nD nD <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />QMIN. OMIN, OMIN. <br />MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />F� <br />�� N tJ <br />pad <br />CD rs "� <br />�.5E�c <br />a- <br />N <br />'N <br />L <br />t <br />EPVo• ®sa "' <br />u � <br />�' <br />� F✓ <br />- -- <br />r ep <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 2020 Florida Building Code - <br />Residential <br />7th Edition. 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