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A Ii.!; UJ.MIi�MlUlHAL � .IiIINWLl.ydd.�IV�9 Ld.:JllartLu: - - <br />LINTEL PLAN NOTES: <br />10 1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />o `:`. - `. =e:. `. . _ INFORMATION ONLY. <br />0 0 0 0 ao °o.� °ao °a o y °° ' oa ° y 0 ° 0 <br />= 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />8F8-1B/1T 8F8-0B/1T 8RF6-OB/1T <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />.°o 3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />0 0 0 0 0 0 o o U0, <br />8RF14-1B/1T8RF14-OBl1T 8F16-iB SF16-OB/1T /1T ;�°BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />o0 0 0 o o COORDINATED WITH THE ELEVATION DRAWINGS <br />8F20-1B/1T 8F20-0B/1T 8F20-1B-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR <br />GO OH 8F24-1B/1oT $Fo24-OB/10T COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />0 DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />TYPE DESIQNATION <br />#5REBAR <br />ATTOP <br />F = FILLED WITH <br />MIN. <br />(1) REQ'D <br />GROUT / U = UNFILLED <br />1/2" <br />a <br />R = RECESSED <br />LEAR <br />QTY. OF #5 <br />° ° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />a <br />8F 16— B/l T <br />¢ <br />2 <br />r <br />z <br />� <br />4 , <br />GROUT <br />tNOMINAL. 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 <br />—BOTTOM REINFORCING <br />HEIGHT <br />PROVIDED IN LINTEL <br />7-5/8"ACTUAL <br />(VARIES) <br />8" NOMINAL WIDTH <br />MATERIALS <br />Ac 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 />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 L/360 vertical deflection, except lintels 17'-4" 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 />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 �I � 0 <br />Safe vertical load Safe horizontal load ' . <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D Q 1-1/2" CLEAR <br />e <br />\ `R <br />J <br />F v C.M.U. <br />00 (U In <br />Nox <br />oLOaK \ <br />O U)Jin - - <br />Q <br />0 w ra ` D . #5 REBAR AT BOTTOM <br />2 MIN. (1) REQ'D <br />U) LL 0: <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 />�61 <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />inD nD CD (D nD nD <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />(�)MIN, OMIN.EO M IN. <br />MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />tt 0 <br />N <br />, <br />c� u rZ <br />Z, <br />d C) <br />U sly <br />.Q <br />:> ��yi .Q <br />U <br />y� <br />¢�Q O,W <br />`l <br />GV <br />GV <br />G <br />CV <br />M <br />CV <br />v� s <br />�' CJ G•ENS m <br />No 78750 <br />I <br />0 <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 Florida Building Code - <br />Residential 7th Edition. 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