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O O <br />8F8-1B/1T 81F8-0B/1T - <br />® ° a <br />O o O O o 0 0 0 <br />81RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T <br />© O O O <br />8RF6-0B/ o <br />O, O, <br />O O O O O O <br />8F20-113/1T 81F20-013/1T O e 8F20-1B-2T <br />O 0 8F24-1B/11T 8F 4-OB/1T <br />O O <br />01 <br />ssu< 0<�Tfl<�A <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />W <br />8F16- <br />B/1T <br />H J <br />¢ z <br />Z <br />tNOMINAL. <br />r <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />tfc 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 <br />AT TOP <br />#5 REBAR AT TOP <br />MIN. <br />(1) REQ'D <br />MIN. (1) REQ'D <br />L <br />1-1/2" CLEAR <br />a d <br />CLEAR <br />0 <br />d <br />d <br />C <br />d <br />.M.U. <br />w <br />L� <br />° d <br />U <br />C.M.U. <br />bo U <br />�(jX <br />- <br />° <br />d <br />a , <br />GROUT <br />U' W, J <br />W <br />O O K <br />W <br />d <br />5 REBAR AT <br />o <br />¢ � <br />BOTTOM OF <br />U (0. <br />w <br />C= D <br />LINTEL CAVITY <br />O U) "' <br />XK <br />v. <br />5 REBAR AT BOTTOM <br />MIN. REQ'D <br />OTTOM REINFORCING <br />¢ p p <br />n <br />(1) <br />PROVIDED IN LINTEL <br />(VARIES) <br />N LL ~ ¢ <br />4 <br />7-5/8"ACTUAL <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 />(D) (D) (D) nD rD <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <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 174" 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 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 />Lintels loaded simultaneouslywith veritcal (gravity and uplift) and horizontal lateral <br />12. e s (g ty p) (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 />I <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 aQ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O E <br />O O <br />MIN. MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN_ <br />SYMETRICAL <br />� LO <br />cli <br />l <br />._ f- C"toqr. <br />CD <br />,1, <br />10 <br />U Q <br />W <br />SE <br />\`4 rf� <br />O <br />�"• <br />mq�aY <br />ew <br />°.even �� <br />H"f �A? <br />19 sSl B�a4 <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 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />M <br />W v EE <br />Q O N U <br />p <br />0 m to f <br />00 <br />O . 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