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Q <br />rn <br />LLO <br />ID <br />0 <br />Crocn <br />O <br />0 <br />J <br />N <br />L0 <br />O <br />w"I <br />) <br />i <br />Q <br />LO <br />Ln <br />v <br />V) <br />O <br />Q <br />0 <br />0 <br />J <br />LO <br />N <br />L j <br />v <br />Cn� <br />C) <br />a <br />v+ <br />c <br />Q <br />N <br />N <br />v <br />E <br />N <br />E <br />O <br />S <br />v <br />CL <br />J <br />GJ <br />L� <br />y <br />U <br />e <br />v <br />.a <br />a <br />0 <br />•U <br />J <br />r7 <br />N <br />Cl- <br />0 <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 L/360 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 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 / . O <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F441B/1T8F4016/1T 8RF400B/1T 8F321B/1T <br />FORM & GROUT SOLID <br />O : ? LLdu <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />' LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />MIMI <br />j <br />il <br />p <br />E <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />d <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />W <br />8F16- B/1T <br />aE. <br />'n <br />Z <br />r <br />ID <br />tNOMINAL QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />#5 <br />MIN.. <br />AT TOP <br />(1)(1) RE REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />O <br />a <br />d <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />_ <br />d' d <br />a <br />GROUT <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />d d <br />° <br />C <br />d <br />U)¢ tc <br />- <br />C.M.U. <br />5 REBAR AT <br />= U) W <br />O <br />BOTTOM OF <br />a ai r <br />LINTEL CAVITY <br />ij U <br />-BOTTOM <br />Lu <br />o X Ci O z <br />- <br />REINFORCING <br />Q ¢ O J <br />LL <br />-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z O w n <br />¢ 3 - <br />#5 REBAR AT BOTTC <br />DMINAL WIDTH <br />(VARIES) <br />ccoo in rr a n <br />AS INDICATED <br />MATERIALS <br />cTf pit 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 />7132 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 />GE POWERS <br />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 />O <br />4'-6" LL <br />O <br />4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=V-0" <br />rya <br />O <br />t'41 <br />er» <br />M <br />W <br />U_ <br />=, <br />o <br />as =a <br />W <br />a. t <br />rn a <br />ci o¢. <br />cc V CV <br />-o m x <br />v' cc ca <br />ca <br />vs y, <br />3 <br />co «0 <br />�C <br />3 0 <br />c <br />ec o <br />27 <br />•••'' �0 <br />' '*•......• <br />RO r <br />°'�• <br />N <br />1 <br />��,a�®�� <br />e <br />e S 51 Q <br />�0 <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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