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8F8-18/iT <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.20-0630.16 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 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 />O O O O <br />8F8-0B/1T 8RF6-0B/1T f. <br />© © O• O O• O •.�• <br />O O O O <br />8RF14-1B/1T 8RF14-0B/1T 81=16-06/1T 8F16-1B/11 <br />• © O O ® 8F020-0B/10T <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40OB11T 8F321B/1T <br />FORM dr GROUT SOLID <br />O •a' •-f. N W <br />� W <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />n <br />"V LINTEL DETAIL <br />SCALE = N.T.S. <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 />W <br />8F16- B/1T <br />a <br />iio <br />i,ai <br />Z <br />tNOMINA <br />fo <br />QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />o <br />HEIGHT <br />MATERIALS <br />. cTi precast mtels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" 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 />#5REBARAT <br />MIN. <br />TOP <br />(1) 1)REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />e 0 n <br />G <br />.M.U. <br />#5 REBAR AT TOP <br />e ° A <br />a <br />GROUT <br />MIN. (1) REQ'D <br />JS <br />1-1/2" CLEAR <br />a <br />d <br />a <br />v <br />C.M.U. <br />° <br />5 REBAR AT <br />= � v~i W <br />BOTTOM OF <br />L y , <br />U) <br />O0 <br />LINTEL CAVITY <br />W CW7 W <br />OTTOM <br />o ¢lu <br />ti O lu <br />REINFORCING <br />e PROVIDED IN <br />LINTEL <br />a a C7 <br />Z LL p w n <br />¢ , C7 � m <br />5 REBAR AT BOTTOM <br />7-5/8"ACTUAL <br />40MINAL WIDTH <br />(VARIES) <br />u~) L" ¢ 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 manufacturer's specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturers 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 cementibuos 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 <br />4'-6" LL <br />O <br />O <br />9'-0" LL <br />O <br />8'-8" LL <br />(E) MIN. <br />17'-4" LL <br />LL <br />F <br />3'-8" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />Cn <br />CV <br />O <br />CV <br />a� <br />o'"o <br />J <br />a� o <br />ld N <br />.- cLLa <br />i <br />W Oeft <br />0-4 <br />W W O e4 <br />- C-4 Y <br />ev W <br />E c <br />a) u = Q <br />rs 3 W <br />m W eu -0 <br />� c o <br />� T <br />7 � � <br />W d <br />�E <br />j- <br />O <br />�i ��°•°° rye °° <br />4 <br />..<.. <br />OF�SS1C) <br />,r�r�''�llltdllititljt\ <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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