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!J <br />8F8-1 B/1 T 8F8-0B/1T <br />0 0 0 0 0 <br />8RF14-1El/1T8RF14-0B/1T 8F16-1B/1T <br />V (a 9 <br />0 <br />8F16-0B/1T <br />OF 10 01 10 01 <br />8F20-113/1T 8F20-013)"IT <br />(P (9 <br />< �U=< 01�Au<� <br />TYPE DESIGNATION <br />5 REBAR <br />AT TOP <br />F = FILLED WITH <br />MIN. <br />(1) RECI'D <br />GROUT / U = UNFILLED <br />R RECESSED <br />ICLEAR <br />QTY. OF #5 <br />0 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16- EB/1T <br />0 <br />Z <br />-GROUT <br />tNOMINAL. <br />&D <br />QUANTITY OF <br />--#5 REBAR AT <br />WIDTH #5 REBAR AT <br />0 <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINAL- <br />0 <br />TTOM REINFORCING <br />HEIGHT <br />IN LINTEL <br />,,�POROVIDED <br />7-5/8"ACTIUAL <br />(VARIES) <br />0 <br />8" NOMINAL WIDTH <br />MATERIALS <br />Ic precast lintels 3500 psi. <br />2c prestressed lintels = 6000 psi. <br />§routed per ASTM C476 fg = 3000 psi w/ <br />4haximum 3/8" aggregate and 8" to 11" slump. <br />Concrete masonry units (CMU) per ASTM C90 wt <br />minimum net area compressive strength = 1900 psi. <br />6tebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />270 low relaxation. <br />7/32 wire per ASTM A510. <br />94ortar per ASTIVI 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 L11 80. <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />7. 7132" 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 verticalTo-a-d horizontal load . <br />ALTERNATE POWERS <br />STEEL LINTEL <br />n REBAR AT TOP <br />MIN. (1) REG-D- 1-112"CLEAR <br />Lu <br />Lu C.M.U. <br />6 <br />1J <br />.0 <br />P en <br />0 M <br />U.J � L'u <br />Lu C0 0 Z <br />CL =i <br />C) U) <br />C'I <br />Lu <br />0 <br />Lu 5 REBAR AT BOTTOM <br />Z <-= _rMIN. (1) REQ'D <br />Z <br />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 manufacturers 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 />Z. <br />"O"k <br />"b "'0. <br />R" <br />0 0 <br />8RF6-OB/1 T <br />-­-----­­-- <br />0, <br />0 0 <br />-1 U-16" <br />8F20-1 B-2T <br />C D <br />0 0 <br />8F24-1B/1T <br />8F24-0B/1T <br />�FA' 67 <br />0 <br />Us <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 />6 M- 0 <br />P N <br />Arq-%L <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=l'-O" <br />SYMMETRICAL <br />I <br />MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=l'-O" <br />SYMMETRICAL <br />A <br />WOO <br />ts <br />E �5 = <br />92. t- Co <br />c) <br />W cc C= <br />.!a .= C14 <br />4n C, go <br />tj cc <br />C, U <br />C> <br />C14 <br />C14 <br />LE <br />E N <br />No 8 10 <br />STATE OF 41 <br />0 R% <br />To the best of the Enginear's 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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