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O '.�"• 'I�"• '10"" 'lam"•: 'I_••: <br />O O O O <br />8F8-1B/1T 8F8-0B/1T <br />o o o o O o O O <br />8RF14-1B/1T8RF14-0B/1T 8F16-1BMT 8F16-0B/1T <br />© O O O <br />8RF6-0B/1 T <br />O, : O,' <br />O O O O O O <br />8F20-1B/1T 81=20-013/1T 8F20-1B-2T <br />O ® 0 8F24-1B/11T 8F24-OB/1T <br />O O <br />01 <br />MI <br />«;,G� r�0 <br />a4<� <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />W <br />8 F 16— <br />B/ 1 T <br />a <br />A Z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />tic precast lintels = 3500 psi. <br />2c prestressed lintels = 6000 psi. <br />grouted per ASTM C476 fg = 3000 psi w/ <br />4laximum 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 />Stebar 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 />a� <br />0 <br />a <br />0 <br />c <br />d o <br />e <br />0 <br />7-5/8"ACTUAL <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP #5 REBAR AT TOP <br />MIN. (1)�REO'D MIN. (1) REO- 1-12" CLEAR <br />(CLEAR <br />f--C.M.U. <br />,j <br />coUrq <br />-1CjX 0 <br />C.M.U. <br />—GROUT <br />x <br />wNaJ <br />45 REBAR AT <br />0 <br />BOTTOM OF <br />d° U m <br />c W N 8 <br />I <br />5 REBAR AT BOTTOM <br />LINTEL CAVITY <br />Z ccZ " <br />BOTTOM REINFORCING <br />F ¢ O 6 <br />— <br />MIN. (1) REQ'D <br />PROVIDED IN LINTEL <br />(0 LL c <br />(VARIES) <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 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 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 < 1 .0 <br />Safe vertical load Safe horizontal load — <br />SYMETRICAL <br />I <br />n nD n n nD nD (D) CD <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 />O E I I <br />O <br />O <br />2ND FLOOR LINTEL PLAN MIN. MIN. MIN. MIN. <br />1ST LOOR LINTEL PLAN - <br />SCALE: 3/16"=1'-0" <br />SCALE: 3/16"=1'-0" <br />SYMETRICAL <br />eh <br />N <br />0 <br />N <br />C <br />0 <br />r- <br />a� <br />i <br />2 <br />Q <br />� o t o <br />o- <br />_� <br />W y N t <br />N y O (C <br />d � <br />•y E t c <br />es <br />4 <br />t0' y N p <br />.� <br />c CDCL� •� <br />y O. <br />c E <br />10 n <br />IHIJ//j� <br />��•`�b�t4ttlilf <br />��yi�Vol, <br />gROWIV <br />`� <br />�iw1 S E • �• <br />V <br />•T <br />S� �O <br />FL <br />�`',•�R�fi�sstor, <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />V <br />Q <br />No $ <br />Q <br />$ <br />tii <br />rn r` n 2 N J <br />N :0 LL <br />Q <br />C --� LL W <br />3LLLL a <br />13 <br />Z <br />0 <br />mac°' a <br />i <br />Wpj <br />i 9 <br />��O� m <br />_ <br />IL <br />w <br />N Z d <br />< <br />W <br />0 <br />z <br />z <br />N <br />z <br />s <br />4 <br />W <br />�0 <br />o <br />to <br />to <br />� <br />¢ Y <br />N � <br />O <br />W <br />2 <br />CO0 <br />!L <br />� <br />w o <br />E <br />oLL <br />N <br />i0 <br />O <br />E <br />'0 <br />w <br />t— <br />_ E <br />O <br />U <br />o� <br />g <br />7 J <br />OZ <br />Z <br />No <br />z <br />p% <br />° O <br />N <br />CZ C <br />Z Z <br />Z�r <br />VJ ) <br />ai <br />w <br />C <br />k'w <br />ar- <br />CpD <br />v <br />05 <br />00 3 <br />T <br />I— <br />qr <br />0 <br />N <br />G6 <br />00 <br />IT- <br />IT-n <br />_ <br />c <br />C <br />CD <br />O <br />M_ <br />CL <br />N <br />T <br />C m <br />O <br />0o <br />E <br />CD.-- <br />H <br />00 <br />CD <br />O CV <br />00 N <br />LC) <br />rn <br />,� <br />00 <br />/�/�� <br />VJ <br />pop 04 <br />r <br />y <br />E <br />Q <br />T <br />M <br />Z <br />m <br />Z <br />E Oc <br />m <br />a <br />U <br />JOB <br />NO: 22-12568-12561 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L 1 <br />