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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 L/180. <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 verical (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 />i <br />8F44 1B/1T8F40 1B/1T 8RF40OB11T 81`321B/1T <br />FORM & GROUT SOLID <br />o N W <br />' r J <br />U <br />#5 BAR CONT. <br />8F12-1 13/1T <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />� <br />6 <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />FIJ <br />8F16- <br />B/1T <br />a <br />,6 Z <br />tNOMINAL <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />cif precasfifntels = 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 wl <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar 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 .(1)RETTOP <br />MIN. <br />(1) REQ'D <br />1/2"STEEL <br />CLEAR <br />ALTERNATE POWERS <br />LINTEL <br />d <br />d O <br />d <br />1!.M.U. <br />d <br />#5 REBAR AT TOP <br />d` d <br />GROUT <br />MIN. (1) REQ'D <br />- <br />1-1/2" CLEAR <br />a <br />d d <br />a <br />a <br />�o <br />m rr <br />U)d _ <br />C.M.U. <br />5 REBAR AT <br />= - <w <br />BOTTOM OF <br />z <br />F- U) w <br />U OF <br />LINTEL CAVITY <br />r~n C6 <br />o <br />0 <br />-BOTTOM <br />OXUOZ <br />REINFORCING <br />¢ ¢ c7 M J <br />LL Ir <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />o <br />Z j w <br />¢ _' O w <br />5 REBAR AT BOTTOK <br />' NOMINAL WIDTH <br />(VARIES) <br />v~i X d "? <br />AS INDICATED <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 />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 at top <br />see lintel plan/details for bottom steel required. <br />S. 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 />O <br />6-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=V-0" <br />td <br />ev <br />Op <br />GL d a <br />Q o <br />ctim <br />so' o <br />W <br />m <br />m ca..c d <br />® <br />rs U . m as <br />3 m <br />U <br />C <br />N <br />0 <br />CV <br />tOb69�t?a�;�d ao <br />,� L.i: E VA- �0�.0� o <br />r <br />/5% <br />��'• rjE <br />kv0 P <br />w t� <br />fir , <br />rr <br />•,��'.� <br />o-•• STATE OF <br />�, V <br />O <br />To the best of the Engineers knowledge, information and belief, <br />the st ucturaI plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. 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