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1 <br />3 <br />m <br />Cb <br />rn <br />CN <br />v <br />c <br />M <br />J <br />r- <br />h Co <br />0 <br />a <br />m <br />LO <br />0 <br />C <br />Cr <br />0 <br />Q <br />M <br />r <br />CD <br />0 <br />ri <br />LO <br />iv <br />0 <br />Cr <br />im <br />__ <br />QN <br />O <br />d <br />E <br />t° <br />iU <br />O <br />x <br />N <br />U <br />0 <br />a <br />0 <br />9 <br />N <br />N <br />0 <br />6 <br />a <br />N <br />N <br />O <br />u7 <br />0 <br />Q <br />m <br />0 <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 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 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-Q630.16 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 verttcal (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 />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />Al &WNIIIIIIII <br />i <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T ; <br />O © © 10• 01 10• O <br />8RF14-1 B/1T 8RF14-0B/1T <br />© O <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 81`321 B/1T <br />0 Q <br />10 0 <br />8F16-0B/1T 8F16-1B/1T <br />O (� <br />O O <br />�J <br />8F201/-0BBf/1T <br />'V <br />FORM do GROUT SOLID <br />J <br />U <br />0 15 BAR CONT. <br />8F12-1B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.TS. <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 />8 F 16- <br />B/ 1 T <br />tNOMINAL. <br />L QUANTITY OF <br />L6 <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cif precast lintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5REBAR <br />MIN. <br />ATTOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />a 0 a <br />° <br />G <br />.M.U. <br />#5 REBAR AT TOP <br />a° a <br />GROUT <br />MIN.(1)REQ'D- ° <br />- <br />> <br />1.1/2"CLEAR <br />d <br />d n <br />L . <br />° <br />5 REBAR AT <br />w ¢ ° <br />= rp w V <br />a) <br />C.M.U. <br />° O <br />BOTTOM OF <br />Z Lu <br />0- (0 - 1 4, - <br />0 <br />c <br />LINTEL CAVITY <br />UJ uJ toU <br />G <br />-BOTTOM <br />o (Lr, o 0 - " � �. c, <br />REINFORCING <br />Q ¢ OCo <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z W m > h v <br />¢ _' CJ �: �,, ` <br />#5 REBAR AT BOTTO <br />' NOMINAL WIDTH <br />(VARIES) <br />r~n 9_0U) Ira _ G"a <br />AS INDICATED <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <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 manufacturers 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 at top <br />see lintel plan/details for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitiuos coating. See contractor specifications <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 O <br />4'-6" LL 4'-6" LL <br />6-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4"=1 r-0" <br />N <br />C" <br />c , <br />o , <br />® <br />-o e' <br />co -o <br />> u:r <br />o t <br />o <br />Z <br />L; a� <br />C� N <br />- cc <br />Cc d <br />o <c <br />W N <br />a> o Y <br />�:. <br />CD -0 <br />cc <br />n <br />W EL <br />E <br />a <br />i <br />O <br />�o9 i. 4��Yeds2�At `a <br />0 <br />�^ � ° • Y� <br />t �' <br />T <br />rY ' <br />fir^ <br />4d�{�g�{gyp. <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 <br />Florida Building Code - <br />Residential 7th Edition. 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