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p. <br />0 0 0 0 0 <br />8F8-1B/1T 8F8-0B/1T <br />AO- ub, <br />C O O O O O O O <br />8RF14-1 B/1T 8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T <br />© OO EO OF <br />rj O <br />8RF6-0B/1 T <br />:O, <br />O C)O O O O <br />8F20-1B/1T 8F20-0B/1T 8F20-1B-2T <br />O 0 8F24-1B/11T 8FF24-OB/1T <br />O q <br />:01 <br />0 <br />�G�r C�G3CG rt� <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />a ° <br />R = RECESSED <br />QTY. OF #5 <br />0 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />" <br />a <br />QW <br /><� <br />F 16— B/ 1 T <br />6 <br />00 <br />t <br />LNOMINA L QUANTITY OF <br />° <br />WIDTH #5 REBAR AT <br />< O <br />TOP <br />NOMINAL— <br />" <br />HEIGHT <br />ffc precast lintels = 3500 psi. <br />Pc 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 />7/32 wire per ASTM A510. <br />Mortar per ASTM C270 type M or S. <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP #5 REBAR AT TOP <br />MIN. (1) REQ'D MIN. (1) REQ'D <br />-1/2" <br />a—C.M.U. <br />w <br />W <br />H <br />00 () u> <br />7sd x \ <br />NPm <br />,r <br />(-0—GROUT <br />F ird 3 H <br />ova? <br />-#5 REBAR AT <br />0 U) N <br />Lu <br />BOTTOM OF <br />�¢ U H o <br />LINTEL CAVITY <br />U, <br />BOTTOM REINFORCING <br />< p <br />u— <br />PROVIDED IN LINTEL <br />(VARIES) <br />1-1/2" CLEAR <br />5 REBAR AT BOTTOM <br />MIN. (1) REQ'D <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 cementitiuos coating. See contractor specifications <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 L/360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed L/180. <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 AC( 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 veritcal (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 />Safe vertica load Safe horizontal load — <br />SYMETRICAL <br />I <br />rD rD n n n rD (D) nD <br />2ND FLOOR LINTEL PLAN_ <br />LINTEL PLAN NOTES: <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />COORDINATING THE PROPER LINTEL HEIGHT. <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 />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />n n n n <br />O E I I <br />O O O <br />MIN. MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMETRICAL <br />n <br />l"1J <br />` <br />I <br />� . E <br />v J <br />To the best of the Engineers knowledge, information and bell ef, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. 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