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LINTEL PLAN NOTES: <br />jo <br />,o•.Io.'-p q p•. �•- p•- °'° �d 1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />d ! _° INFORMATION ONLY. <br />8F8-1B/1T 8F8-OB/1T 810 <br />RF6-OB/0 2• UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />O ® TO BE ASSUMED TO BE 16" <br />MINIMUM DEPTH. <br />o. <br />o 3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />0 0 0 0 0 0 0 0 BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T 0.O <br />© O O O o o o o o o COORDINATED WITH THE ELEVATION DRAWINGS <br />8F20-1B/1T 81=20-0131/1T 8F20-1B-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR <br />0 © 8 24 1B/11T 80 4 oB/ 2 © COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />T DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />C <br />TYPE DESIGNATION <br />#SRE <br />BAR ATTOP <br />F = FILLED WITH <br />IN. <br />(1) REO'D <br />GROUT / U = UNFILLED <br />1/2" <br />a ° <br />R = RECESSED <br />CLEAR <br />QTY. OF #5 <br />0 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />M.U. <br />a <br />W <br />°° d <br />°° <br />jS <br />z <br />a ° <br />GROUT <br />tNOMINAL.QUANTITY OF <br />5REBAR AT <br />WIDTH #5 REBAR AT <br />° O <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINAL-o <br />-BOTTOM REINFORCING <br />HEIGHT <br />PROVIDED IN LINTEL <br />7-5/8"ACTUAL <br />(VARIES) <br />8" NOMINAL WIDTH <br />MATERIALS <br />tic precast lintels = 3500 psi. <br />Lc 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 Untels 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 17'4" and <br />longer with a nominal height of 8" meet or exceed U180. <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 Ileu 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 <br />O <br />Safe vertical load Safe horizontal load — • <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REO'D 1-1/2" CLEAR <br />J <br />W <br />.�o W C.M.U. <br />n .0 <br />N m <br />MLu <br />J <br />o Lu <br />w #5 REBAR AT BOTTOM <br />Q Z =xp MIN. (1) REO'D <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 />ON <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @a, ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />I nD nD nD nD nD CD) <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />OMIN. OMIN. (�)MIN. <br />MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />�f <br />C" <br />c <br />4 <br />-0 X.7 <br />�.,:-uc<s <br />d1ZL a--W <br />Chi C.T., vY <br />V <br />is '- <br />�.� W <br />c� am <br />a� _ ca <br />W <br />�E <br />�o <br />a� <br />Cr! <br />0 <br />N <br />N <br />O <br />�'O�llilt:2tftt <br />G <br />r <br />J 'No <br />F, - g� 50' <br />�-fl• <br />�'• STATE IF °{ <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 />Residentlel 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0 <br />$ C <br />N p <br />to � — <br />!n N ^O - w <br />ai fh V J , <br />C J W <br />� . — o- <br />d Y <br />M <br />= L <br />m <br />0 <br />OC �gm 0 <br />W j;rnrn m <br />L= NZdJ <br />ZW N OU U <br />❑ ❑ <br />C� N <br />Z <br />z <br />N <br />U) <br />tJ1 z � <br />�4 <br />N <br />U � <br />8 <br />O G N <br />V ~ <br />v <br />CS <br />• <br />¢ Y <br />N ODD <br />Z <br />E: <br />o <br />goaN <br />H M <br />$a <br />o <br />�M <br />gp <br />Z <br />tO <br />K J <br />wm2 <br />N CdT <br />z¢zO <br />ZK <br />Z <br />C <br />J <br />y0 <br />>� <br />w <br />VV <br />U <br />W <br />y <br />Kf <br />a <br />w <br />�0 <br />z *d <br />�u - <br />0 <br />T <br />I— <br />N <br />C7 <br />co <br />c>D <br />T <br />E c <br />O <br />T <br />O <br />M <br />nM <br />�+ N <br />00 <br />II.c7 <br />m <br />O <br />_ - <br />CC ,� <br />E <br />CD0o <br />= <br />O <br />CV <br />iLl <br />~ <br />0000 <br />•� r M N <br />M <br />C <br />O Lo <br />Lo <br />op <br />1— <br />O M <br />7 O W0 <br />o <br />Z <br />(A <br />E L <br />c <br />a <br />E ai <br />U J Q (] <br />J <br />JOB <br />NO: 23-00590-00583 <br />SCALE : AS NOTED <br />SHEET NO. <br />L 1 <br />