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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 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.03-0605.05 and 03-0605.04. <br />it. 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 />FORM do GROUT SOLID <br />8F8-1B/1T 8F8-OB/1T 8RF6-OB/1T r. o W <br />0 O 0 0 O5 BAR CONT. <br />8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T 8F12-1B/1T <br />8F20-0B/1 T <br />® V' LINTEL DETAIL <br />_ 9_7W_-__R ff__471r� (�'• .� SCALE = N.T.S. <br />E <br />a <br />MEN <br />W <br />M <br />1 <br />- N <br />0 <br />- <br />-a <br />No <br />mo-E-0- <br />no <br />P <br />so <br />Mae <br />E <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 />8F16- B/1T10 <br />U <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#5 REBARAT <br />MIN. <br />TOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />d Q d <br />#5 REBAR AT TOP <br />r <br />= <br />d <br />.M.U. <br />w <br />d° d <br />MIN. (1) REQ'D ° 4 <br />1-1/2" CLEAR <br />z <br />° d <br />z <br />d <br />4 <br />GROUT <br />D <br />° <br />d <br />U) F ¢ ° Q <br />C.M.U. <br />5 REBAR AT <br />= Co U) w <br />° O <br />BOTTOM OF <br />t- LO z w <br />w 0 d <br />o <br />LINTEL CAVITY <br />U c~n ` / <br />uJ 'L <br />-BOTTOM <br />vn1 <br />O Ir b O <br />REINFORCING <br />Q Q C7 ¢ ? _ <br />LL 7 <br />- <br />7.5/8"ACTUAL <br />PROVIDED IN <br />Z p w D D <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ -- Cf 3:(-0 <br />#5 REBAR AT BOTTC <br />(VARIES) <br />v~i'6 = a L6 �. �° <br />AS INDICATED <br />MATERIALS <br />cT-T 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 />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 />O O <br />4'-6" LL 4'-6" LL <br />O <br />5-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=V-0" <br />i <br />t4! <br />d <br />a <br />r_ <br />`P�`t.zdfitt[ift'. <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 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />Am AgIlk W <br />Q <br />Co$ N 10 r <br />O O O N <br />V <br />O c0 ..a <br />N N N m <br />r` O <br />N <br />� C" W <br />9LLN u_ LL a <br />H! <br />a <br />Z <br />�Nm w N <br />a�CL aa0: <br />2 O <br />a U) <br />M <br />m O <br />'re <br />ILW <br />2W ETA J o a <br />Z <br />v N 0¢ O <br />N Q M Z <br />Z <br />U N J <br />v ❑❑❑ <br />W <br />z N S <br />m <br />z <br />J fh <br />� N <br />Wu')J <br />M <br />m <br />z a <br />o <br />n' <br />V <br />( <br />�0 <br />w0 <br />o <br />o <br />t/ <br />�N <br />m <br />w �- <br />Lv E <br />u, <br />o <br />� <br />U CO <br />rn <br />� ..., <br />c <br />r- m E <br />O 8 <br />I <br />=w <br />U o <br />r~ U) <br />Q m it <br />• <br />_ 0 <br />e m <br />9w <br />�� <br />M <br />w <br />o <br />Z <br />E <br />wo <br /><s <br />14 <br />a <br />E u <br />Cd <br />w0 <br />O <br />Z® <br />oa <br />0 O <br />oE <br />4 <br />"'o <br />O K <br />Z <br />N <br />L <br />o w <br />¢ <br />ww <br />r� <br />rp�Z <br />C <br />- C <br />o <br />y <br />m 2 <br />O <br />OE <br />iz <br />Z <br />Z <br />< <br />o� <br />z <br />go <br />Q <br />a <br />U <br />ao <br />CDw� <br />w� <br />>� <br />�r <br />zl< <br />a x <br />0 M <br />= <br />L <br />.! <br />N <br />T_ <br />a) <br />T- <br />a <br />C: o� <br />O <br />m <br />co <br />r <br />r, O <br />�+ N <br />s- <br />2 <br />r <br />N <br />LO <br />r <br />T <br />(V <br />o <br />Z <br />to <br />Z <br />E Q <br />iri <br />`m <br />CL <br />E <br />U <br />a w <br />Qco <br />c <br />� <br />JOB <br />NO: <br />20-3566 <br />SCALE : <br />AS NOTED <br />SHEET N0. <br />8 <br />i I I 11h 1 1 1 1 t $ , 111111'::JIM1=11, ik;1 11 2.In 11b Ilw@Lil <br />