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UOO <br />8F8-1B/1T 8F8-0B/1T <br />0 0 0 0 0 0 <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T <br />© O O <br />•d0,. ^,e •p,s• <br />O 0 <br />8F16-0B/1T ° <br />OO O O 0 <br />8F20-113/1T 8F20-013/1T <br />0 <br />TYPE DESIGNATION <br />#5REBAR <br />ATTOP <br />F = FILLED WITH <br />MIN. <br />(1) REQ'D <br />GROUT / U = UNFILLED <br />a <br />R = RECESSED <br />CLEAR <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />M. U. <br />a <br />8F16— B/1T <br />a <br />= <br />° <br />z <br />a ° <br />GROUT <br />tNOMINAL, L QUANTITY OFS <br />REBAR AT <br />WIDTH #5 REBAR AT <br />° O <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINAL- <br />—BOTTOM REINFORCING <br />HEIGHT <br />PROVIDED IN LINTEL <br />7-5/8"ACTUAL <br />(VARIES) <br />8" NOMINAL WIDTH <br />MATERIALS <br />Ic precast lintels = 3500 psi. <br />is prestressed lintels = 6000 psi. <br />§routed per ASTM C476 fg = 3000 psi w/ <br />4iaximum 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 />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 1-/360 vertical deflection, except lintels 174" 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 />+ 1.0 <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 />Lu <br />w <br />C.M.U. <br />X <br />rn P M <br />I W U)W <br />L0 <br />uT <br />p�aJ <br />C, U) <br />o W V) u #5 REBAR AT BOTTOM <br />F < 0 = MIN. (1) REQ'D <br />U) H Ir <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 />o 10 O <br />8F24-1 B/1 T 8F24-0B/1 T <br />T <br />Oli <br />:60 <br />F -- <br />LINTEL PLAN NOTES: <br />=_ �'.°0 ' <br />1. <br />THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />01 2. <br />UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />8RF6-0B/1T <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />© <br />3. <br />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 />8F20-1B-2T <br />4. <br />THE CONTRACTOR IS RESPONSIBLE FOR <br />0 <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />5. <br />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 />nD nD nD (b� nD <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />(�)MIN. (�)MIN. <br />MIN. (�) <br />MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />N <br />N <br />4 <br />dq <br />7O W <br />J t1 C" <br />� R V N <br />� m O <br />N d O R <br />� Oct <br />ova <br />� <br />� 3 <br />N y V <br />v <br />E <br />�o <br />C.I. <br />To the best of the Engineers knowledge, information and belief, <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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