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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 Ilntels 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 Ileu 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 a <1 .0 <br />e vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTfS <br />8F441B/1T8F401B/1T 8RF400B/1T 8F321B/lT <br />FORM dr GROUT SOLID <br />:�• 4 li <br />Q N Q <br />J <br />0 /5 BAR CONT. <br />8F12-1B/1T <br />V' LINTEL DETAIL <br />SCALE - N.T.S. <br />MI <br />TYPE DESIGNATION <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 />D <br />8F16- <br />B/1T <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />cT�f precast irnt is = 3500 psi. <br />2. f c prestressed Ilntels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" 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 />REBAR <br />MI N. <br />AT (1) RECIQ'D <br />(1) <br />JCLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />- <br />4 ° <br />d <br />.M.U. <br />#5 REBAR AT TOP <br />° <br />a ° ♦ <br />MIN. (1) REC1'D /J 1.1/2" CLEAR <br />c <br />GROUT <br />0 <br />♦ <br />• <br />-#5 REBAR AT <br />BOTTOM OF <br />w - <br />d <br />o-BOTTOM <br />LINTEL CAVITY <br />8 C) O y <br />1 <br />Lu <br />0 Li S `_ Q <br />REINFORCING <br />LIINGEDED IN <br />o rY ^ _ <br />Z Lu D Q D <br />3 5 REBAR AT BOTTC <br />7-5/8"ACTUAL <br />8" NOMINAL WIDTH <br />y ¢ S �° �, �° AS INDICATED <br />(VARIES) <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 manufacturers specifications for Installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturers 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 />OF <br />4'-0" LL <br />5'-10" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: Y4'=1'-0" <br />' r '• <br />•; V V N. <br />� <br />_ <br />cr <br />O <br />�ff <br />r''fi,,��r <br />°fessloNr� <br />.� <br />r r t! t! r ►���R��`` <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 Florida BuIlding Code - <br />Resldential 7th 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 />W <br />W <br />u0i <br />ECo <br />Lo <br />g 8�J <br />N pC� IY <br />W 05 LL <br />0 <br />M <br />�rNiv�NN LL a X <br />13 <br />Z <br />Lrn <br />a 0 o <br />WNm <br />W <br />rnY, d <br />Z <br />IL <br />ILa <br />�Z t¢¢YLOO <br />CS�y <br />Z <br />W <br />OV <br />00❑ <br />z <br />z � <br />Q <br />0-v' <br />In <br />z <br />U' <br />N <br />OLLJ <br />8 <br />�N <br />U Le <br />8 <br />U <br />_ <br />• <br />._ <br />c <br />`c1 <br />N <br />wZ <br />M <br />E <br />� <br />ao <br />Q <br />ao <br />Z <br />o E <br />Nt <br />`$ <br />0 <br />°do <br />m 0 <br />Z <br />ro <br />^ <br />C J <br />� <br />U <br />yO <br />IK b <br />O <br />zZ <br /><2 <br />5 rk <br />W` <br />U <br />ow <br />�� <br />30 <br />]U <br />aZ <br />C)w <br />�� <br />OF <br />> <br />CD <br />� <br />w <br />zlc <br />a <br />c4 3 <br />J <br />�0 <br />WCD <br />0 <br />N <br />W <br />_ <br />C <br />0 <br />� <br />c <br />r <br />N <br />co CD <br />LO <br />.T <br />= N <br />T- <br />T <br />ai <br />� <br />0-0 <br />T <br />r <br />al <br />' <br />E O <br />CM <br />N <br />o <br />Z <br />C <br />E <br />°� <br />m <br />c <br />FL <br />U <br />a p <br />JOB <br />NO: <br />20-8090 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />