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GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed joints. <br />I 2. Shore filled lintels as required. <br />j 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 17W 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 />l 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. <br />I <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 />I <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 toad _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />3 <br />FORM & GROUT SOLID <br />N Q <br />�W <br />U <br />° #5 BAR CONT. <br />8F12-1B/1T <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />NEE <br />0 E <br />1 <br />0. <br />on <br />on <br />OM 10 <br />00 SO <br />02 <br />loge <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />Lu <br />8F <br />16- <br />B/1 T <br />a <br />o <br />tNOMINAL <br />QUANTITYOF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />5REBAR <br />MIN. <br />AT TOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />d ° <br />° <br />4 4 <br />d ° <br />.M.U. <br />#5 REBAR AT TOP <br />° Q <br />a <br />d ° d <br />° <br />GROUT <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />d <br />G <br />° <br />Q <br />O <br />_ <br />m <br />° 4 <br />C.M.U. <br />4 <br />5 REBAR AT <br />i- <br />= - (Ow <br />_ <br />Q <br />° <br />O <br />BOTTOM OF <br />z w <br />OU � <br />o-BOTTOM <br />LINTEL CAVITY <br />o U 0 <br />`\ <br />G o <br />C) Cr d O Z <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ Q Ci <br />0 LL Ci W 't' <br />¢ -- O 3 � <br />> D <br />A, <br />5 REBAR AT BOTTC <br />7-5/8"ACTUAL <br />' NOMINAL WIDTH <br />r~n � 2 !, <br /><1 <br />�a <br />AS INDICATED <br />(VARIES) <br />(n <br />MATERIALS <br />cT c precastlintels = 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 B <br />5 -10 LL 6-6" LL <br />O O <br />4'-6" LL 4'-6" LL <br />(�) <br />MIN. <br />1 T-4" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: 14"=V-0" <br />t <br />F <br />r' <br />��Ei10110N/��, <br />0 <br />•, <br />° <br />�� <br />�, �°tom <br />, <br />��#3b�f4G8�F'L <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 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 />Engineers signature and seal. <br />N <br />Q <br />pipp <br />O' 1 U N N 4k <br />0rZ0 <br />c: c0 J <br />M N N Z Lr- <br />® <br />N <br />4) M N J * <br />�o u; wa <br />H <br />a <br />LL N r; <br />� N () W , h <br />ai °1 i� 3 n a Lu <br />c <br />0 o <br />Za <br />c�n� <br />m N O X m O <br />Wy <br />i <br />IL <br />SET J❑a <br />O@ N O X❑ N <br />N Q co Z U 0 J <br />Z <br />< <br />°011 <br />W <br />N <br />O <br />� o <br />Q o <br />D N <br />U) <br />1) <br />M <br />Z <br />o <br />1 <br />°p <br />Lu o <br />to <br />N <br />w <br />r� o <br />N <br />ro <br />allw <br />CJ <br />2 <br />r_ m E <br />o g <br />, <br />w <br />s <br />Ci C, <br />W o <br />`Z m o� <br />®0 <br />m <br />-\ <br />�W <br />co <br />=o <br />oo <br />Z <br />jw <br />U <br />E <br />z <br />a <br />yN <br />Q <br />E 8 <br />1z <br />z® <br />oa <br />t6 <br />� <br />O <br />X U <br />Qo <br />o� <br />O <br />N¢ <br />L <br />a� <br />o <br />o <br />w W <br />¢� <br />w <br />CO C <br />Q 0 <br />oY <br />m <br />oLL <br />- C <br />J <br />�o <br />7 <br />z� <br />az <br />�z <br />o <br />z <br />ao <br />82 <br />3 <br />to <br />lo <br />k <br />W <br />•' <br />o <br />w� <br />>° <br />0. <br />003 <br />�t <br />z¢ <br />> d- <br />.-. <br /><C <br />C0(10 <br />L <br />CO <br />co <br />r1*11 <br />r <br />o 04 <br />A N <br />f <br />r <br />T <br />LO <br />T_ <br />2 r <br />0') <br />T_ <br />N <br />0 <br />M <br />z <br />E O <br />a <br />E <br />U0 <br />bi <br />¢ o <br />°i <br />JOB <br />NO: <br />20-3565 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />