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1 <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 />8 F 16- <br />B/ 1 T <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br /><C� ri �«G'3C�4v <br />#5 REBAR <br />AT TOP <br />GENERAL INSTALLATION NOTES <br />MIN. <br />(1) REQ'D <br />1. Provide full mortar head and bed joints. <br />1/2" <br />2. Shore filled lintels as required. <br />- <br />° <br />a <br />- <br />CLEAR <br />3. Installation of lintel must comply with the architectural and/or structural drawings. <br />0 <br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate <br />° <br />vertical cell reinforcing and grouting. <br />5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and <br />= <br />o <br />M'U' <br />longer with a nominal height of 8" meet or exceed U180. <br />w <br />d <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />a <br />x <br />' ° <br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />a <br />8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete <br />a <br />3 <br />masonry units. <br />° <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />6 <br />z <br />° <br />-GROUT <br />10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. <br />to <br />11. The exterior surface of lintels Installed in exterior concrete masonry walls shall have <br />° <br />5 REBAR AT <br />a coating of stucco applied in accordance with ASTM C-926 or other approved <br />BOTTOM OF <br />LINTEL CAVITY <br />coating. <br />12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) <br />o <br />loads shoud be checked for combine loading with the following equation: <br />BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />Applied vertical load Applied horizontal load � <br />+T <br />O <br />o A7-5/8"A^C <br />(VARIES) <br />_ . <br />Safe Ical load - Safe horizontal load <br />1. fc precast lintels = 3500 psi. 6. Rebar per ASTM A615 Grade 60. <br />2. fc prestressed lintels = 6000 psi. Prestressing strand per ASTM A416 grade <br />3. grouted per ASTM C476 fg = 3000 psi w/ 7. 270 low relaxation. <br />4. maximum 3/8" aggregate and 8" to 11" slump. 7/32 wire per ASTM A510. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ 8. Mortar per ASTM C270 type M or S. <br />minimum net area compressive strength = 1900 psi. <br />10 <br />O <br />voi3O.,.,0; 1;O O O O - _ O <br />8F8-0B/1T <br />O <br />8F8-16/1T 8RF6-0B/1T <br />= _ <br />0 _O O O O _O O O <br />8RF114-1B/1T8RF14-0B/1T 8F1(66--11B/1T 8F16�0'B/1T 0, <br />140 " J.-IO- <br />1) <br />8F20-1nB/1T 8F20-06/1T 8F20-1B-2T <br />ow8F24-161T 8F24-01B/10T <br />O O <br />i n nD nD n n n CD ODi <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=11-0" <br />C <br />�O <br />CE <br />MI <br />8'-0° <br />B/ LINTEL <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 />ALTERNATE POWERS <br />-STEEL LINTEL <br />#5 REBAR AT <br />MIN. (1) RECT <br />J <br />w <br />Fw- <br />opUtn <br />ndX <br />Qom <br />O¢ <br />o- <br />wNa <br />U � <br />QU~ <br />1/2" CLEAR <br />C.M.U. <br />6 w v> L6 <br />#5 REBAR AT BOTTOM <br />a = <br />MIN. (1) REQ'D <br />NLL00 <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 #t5 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 />(�)MIN. (�)MIN. E O MIN. MIN.O <br />MIN. MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN_ <br />SCALE: 3/16"=1'-0" <br />e•� <br />0 <br />N <br />.o <br />> W <br />O <br />� � <br />.fl m yc <br />�LLa <br />ea o <br />•a � Y <br />a y <br />ca <br />d aL+ G <br />�E�It <br />O 1WM -Cc <br />cr. <br />4 > C U <br />d� <br />N E <br />A p <br />a � <br />w <br />M <br />N <br />O <br />fV <br />co <br />GV <br />i <br />0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />H <br />W v E <br />Q N 8 <br />N <br />0 ;�,T <br /># LL <br />Q � <br />ILL LL <br />o Z <br />z <br />_ <br />13 <br />-0,t <br />p C <br />0 <br />'4 c ryNc_ <br />W <br />m J O <br />03 <br />Q 0 Z <br />W <br />0, <br />Lin <br />IL <br />O H <br />:^ <br />OU <br />❑❑❑ <br />Z <br />W <br />/ <br />Lri <br />o o <br />rJ N <br />E3 <br />(Ni <br />\I I <br />�� c <br />1) <br />n1 v <br />W s <br />CAf6 <br />i-+ V <br />�i/ t-L, <br />U 1 r, " <br />_N U) <br />c <br />USIM <br />~ E <br />I <br />l� o I <br />0 <br />O <br />CD <br />c-� <br />c'3 <br />J <br />� n <br />LL- <br />fU <br />q D <br />ECID <br />ral <br />t <br />q <br />))� <br />m- <br />Z <br />� <br />cn ro <br />c <br />Z <br />� <br />a� <br />m <br />w <br />m <br />CIF <br />ao <br />>CU <br />CID <br />�^W\\ L <br />O <br />L <br />(0 O �' <br />fV <br />cN <br />CNI <br />N <br />Cr Er <br />�/ � <br />0�0 <br />' U <br />m <br />O <br />CV <br />ate-+ <br />N <br />co <br />Np <br />LO <br />-- <br />QC) <br />LIB <br />o <br />coo <br />CV U') <br />Ln <br />ai <br />t- <br />E <br />T. <br />Z <br />Z <br />E <br />E <br />n? <br />m <br />c <br />a <br />U - Q p <br />� <br />JOB <br />NO: 23-05725-05728 <br />SCALE : AS NOTED <br />SHEET NO. <br />L 1 <br />