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I I I I I I I I' 111 71 I'1' !1 ' l 14111 I I I 1 ' I ' 11' ' 1 g 111111114 117.1 111 1 1 1 L—_ <br />O O O 0 0 <br />8F8-1B/1T 8F8-0B/1T <br />:o. <br />0 o j 10 o 0 0 C 0 <br />8RF14-1 B/1 T 8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T <br />© O O O <br />0. <br />0 O <br />8RF6-0B/ 1 T <br />a <br />0, <br />M <br />O O O O <br />8F20-1B/1T 8F20-06/1T 8F20-1B-2T <br />O © 0 8F24-1B/11T 8F24-0B/1T <br />F <br />01 <br />«C� u��C3C� rim <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 />Lll <br />8F16— <br />B/1T <br />Q <br />o <br />,n Z <br />tNOMINAL. <br />L QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />ffc 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 />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP #5 REBAR AT TOP <br />MIN. (1) REQ'D MIN. (1) REQ'D 1-1/2" CLEAR <br />a a-1/2" <br />o e <br />a <br />M.U. <br />w <br />°� n <br />FW- <br />-60 <br />C.M.U. <br />co <br />x <br />PM <br />a <br />4_ <br />GROUT <br />a m <br />F � <br />Lu009 <br />' <br />5REBARAT <br />In <br />0rn-,F <br />=¢ 0 r <br />O <br />BOTTOM OF <br />LINTEL CAVITY <br />0 W "' <br />z <br />5 REBAR AT BOTTOM <br />o <br />BOTTOM REINFORCING <br />a a = <br />r O 0 <br />MIN. (1) REQ'D <br />PROVIDED IN LINTEL <br />, (VARIES) <br />rn LL ~ ¢ <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 />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 1 T-4" and <br />longer with a nominal height of 8" meet or exceed L 1180. <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 / • O <br />Safe vertical load + Safe horizontal load \— <br />SYMETRICAL <br />I <br />n n n n n rD rD (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 />(E) n n (E <br />O E I I <br />O O <br />O <br />MIN. MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMETRICAL <br />O <br />o <br />., X <br />�v <br />OC3 •t3 �-_. <br />V , d <br />V) r <br />Q x <br />N <br />o <br />y = <br />>>r^-.. W <br />t .,..")go vtv.' rFs�,��afd <br />OF <br />0f <br />,. <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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