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L <br />O O <br />8F8-0B/1 T <br />.' p <br />-1 v,• vdv <br />O D OO O •O. O <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T <br />© 0 <br />vdv 'v �v as <br />o�v <br />O � O <br />8F16-0B/1T -0 <br />OO o o o <br />8F20-1B/1T 81=20-013/1T <br />O O <br />TYPE DESIGNATION <br />#5 REBAR <br />AT TOP <br />F = FILLED WITH <br />MIN. <br />(1) REQ'D <br />GROUT / U = UNFILLED <br />1/2" <br />a ° <br />R = RECESSED <br />H <br />CLEAR <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />QW <br />°° e <br />8F16— B/1T <br />ao <br />�° <br />z <br />° , <br />GROUT <br />tNOMINAt. QUANTITY OF <br />5 REBAR AT <br />WIDTH #5 REBAR AT <br />° O <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINAL- <br />o"*-BOTTOM <br />REINFORCING <br />HEIGHT <br />PROVIDED IN LINTEL <br />7-5/8-ACTUAL <br />(VARIES) <br />8" NOMINAL WIDTH <br />MATERIALS <br />ttc 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 />Soncrete 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 L/360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed L1180. <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 G� <br />I <br />Safe vertical load Safe horizontal load — .O <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D 1-1/2" CLEAR <br />J <br />W <br />F - C.M.U. <br />in <br />0 m <br />Cn�=WWW <br />LauC,30z <br />a <br />o LUCj <br />to <br />Z 5 REBAR AT BOTTOM <br />Z Cra ¢ — = MIN. (1) REQ'D <br />fA Ll.O tr <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 />_ 8RF6-0B/1T <br />v <br />�• <br />O O <br />"O- <br />' <br />8F20-1 B-2T <br />O O <br />O O <br />8F24-1 B/1 T <br />8F24-0B/1 T <br />O <br />O <br />A <br />A <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 />A <br />A <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=1 r-0" <br />SYMMETRICAL <br />I <br />OMIN. OMIN. OMIN. <br />MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=1 r-0" <br />SYMMETRICAL <br />I <br />N <br />S N <br />c <br />W <br />G <br />a� o <br />CZLA- <br />m <br />� ac <br />• N <br />V O 10 <br />3� <br />N a� <br />C <br />A O <br />L1. y <br />i <br />O <br />c'M <br />CV <br />O <br />N <br />N <br />O <br />�E <br />00�.-*\G <br />N S�G•r�'°�i <br />c� <br />• No P <br />w <br />787 <br />w : <br />� <br />ST <br />TE OF �. <br />r. <br />r�!Ae <br />%% <br />�E0-0 <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 <br />Florida Building Code - <br />Residential 7th Edition. 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