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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 />g, 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 />g. 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 />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />ion 0 8RF14-1B/1T8RF14-0B/1T 8F16-OB/1T 8F16-1B/1T N <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T <br />FORM & GROUT SOLID <br />1 0! <br />N Q <br />W <br />U <br />O J5 BAR CONT. <br />8F12-1 B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />0 <br />Emoo <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />if <br />8 F 16- <br />B/ 1 T <br />Q <br />tNOMINALL <br />QUANTITY OFIDTH#5 <br />WIDTH <br />REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />#5 REBARAT <br />MIN. <br />TOP <br />(1)REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />O <br />a a <br />#5 REBAR AT TOP <br />° <br />M. U. <br />w <br />a° n <br />MIN. (1)REQ'D <br />1-1/2"CLEAR <br />J <br />� <br />° <br />° n n <br />° <br />Z <br />GROUT <br />I> C <br />i2 <br />° <br />r J 0 <br />5 REBAR AT <br />= - w <br />- <br />° <br />BOTTOM OF <br />v0i z W <br />o <br />LINTEL CAVITY <br />0 w� X W <br />-BOTTOM <br />0 T, b O Z <br />REINFORCING <br />¢ ¢ C7 C3 J <br />�` Ir <br />— <br />7-5/8"ACTUAL <br />PROVIDED IN <br />z o W N <br />D <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ _' O � g <br />G �o <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />U) Lo Man <br />o <br />MATERIALS <br />cif precas�intels = 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. 270low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <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 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 />5'-10" LL <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6'-0" LL <br />Q MIN. <br />17'-4" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4'=1'-0" <br />Q <br />cw� <br />NI <br />!— <br />c <br />C30 <br />`a "- <br />7 W_ <br />c o <br />_ <br />c �c, � <br />, <br />�-umk <br />=: <br />4S ; CM o .. <br />r:ya"CV .i <br />GY C= M <br />-Or CV _. <br />E •- c <br />>;CP Q <br />� � <br />3 <br />m <br />� <br />cc <br />OWN <br />e <br />tl <br />< <br />J) J <br />a a� L <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. 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