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UOO <br />O O O <br />8F8-1B/1T 8F8-0B/1T ' <br />o.o 0 o 0 0 0 0 0 0 <br />8RF14-1 B/1T 8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T <br />© O © O <br />a lJ <br />O ' O <br />8RF6-0B/1 T <br />U <br />: O, ' <br />v a' e a• O O <br />8F20-1B/1T 81720-06/1T :0, 8F20-1B-2T <br />O ® o 8F24-1 B/11 T 8F24-OB/1T <br />T 0 <br />O <br />0 <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />CITY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />i <br />� <br />J w <br />8 F 16— <br />B/ 1 T <br />a <br />CO � <br />Z <br />tNOMINAL, <br />L QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL — <br />HEIGHT <br />f1c precast lintels = 3500 psi. <br />2c prestressed lintels = 6000 psi. <br />§routed per ASTM C476 fg = 3000 psi w/ <br />Maximum 3/8" aggregate and 8" to 11" slump. <br />Moncrete masonry units (CMU) per ASTM C90 w/ <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 />7132 wire per ASTM A510. <br />Mortar per ASTM C270 type M or S. <br />A - A <br />IN <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />GROUT <br />45 REBAR AT <br />BOTTOM OF <br />LINTEL CAVITY <br />BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />(VARIES) <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D— <br />w <br />w <br />nUy <br />�5(jx \ <br />Qom <br />=�WWW <br />aW�V, <br />p00Z <br />� U) <br />o LUU <br />x <br />N LL i K <br />1-1/2" CLEAR <br />C.M.U. <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 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 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 / 1 . O <br />Safe vertical load Safe horizontal load \— <br />SYMETRICAL <br />n (D) (D) nD (D) <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 />SYME MICAL <br />N <br />CIQ <br />N <br />O <br />O <br />K0"2 <br />Mii <br />;I. <br />C- C . .�" <br />ao C. <br />ors ' <br />%i Ch <br />f <br />O O <br />U zz <br />- .� :4 L- -0 <br />O <br />n_ LLJ <br />N <br />0 <br />N <br />0 <br />N <br />N <br />C. <br />E <br />NO ; <br />* <br />12y,.01 <br />STP,• '- � 'Z�J� <br />ems• <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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