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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.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 />i <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1 B/1T <br />FORM do GROUT SOLID <br />N Q <br />O LU <br />�U <br />O /5 BAR CONT. <br />81F12-1 B/1T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />� <br />TYPE DESIGNATION <br />#5REBAR <br />MIN. <br />(1) RECIQ'D <br />ALTERNATE POWERS <br />F =FILLED WITH <br />GROUT /U=UNFILLED <br />= <br />R RECESSED <br />1/2"STEEL <br />CLEAR <br />LINTEL <br />a <br />QTY. OF #5 <br />O <br />° a <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />= <br />G ` <br />Aq.U. <br />#5 REBAR AT TOP <br />Q <br />w <br />a° ° <br />MIN.(1)REQ'D <br />1-1/2"CLEAR <br />8F16- B/1T <br />Q <br />Z <br />° <br />i <br />,j, <br />z <br />° <br />° e-GROUT <br />t <br />c.M.u. <br />LNOMINA QUANTITY OF <br />° <br />5 REBAR AT <br />= D w <br />WIDTH #5 REBAR AT <br />a <br />BOTTOM OF <br />d r � <br />Lu <br />TOP <br />LINTEL CAVITY <br />wo U O rn <br />NOMINAL-° <br />-BOTTOM <br />0 ¢ ci o - <br />HEIGHT <br />REINFORCING <br />� ¢ C7 M <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z LL' p w u> <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ _' C7 8 � <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />u~i � ¢ a <br />MATERIALS <br />_--16 GAUGE POWERS <br />c� preca iintels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />1. Refer to manufacturer's specifications for instaliation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />7/32 wire per ASTM A510. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <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 />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 />applying the cementitiuos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <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 />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR <br />SIMPSON MSTAM36 STRAPS EACH STUD ((1) <br />STRAPS EACH SIDE) CENTERED W/ (13) 10d <br />NAILS & (8) Y4"x1 J" TAPCONS OR TITENS <br />"CENTER OF STRAP @ T/WALL TYP. U.N.O. <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y2" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />TRUCTURAL SHEATHING <br />TTACHED PER NAILING <br />:;HEDULE <br />>EE PLAN <br />-/WALL <br />KNOCKOUT COURSE <br />r/ (1) #5 CONT. <br />=E PLAN FOR FILLED CELL <br />'ACING <br />1 WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = 1'-0" <br />O <br />8'-0" LL <br />(T) <br />4'-6" LL <br />O <br />4'-6" LL <br />B <br />MIN. <br />5'-8" LL <br />O O <br />13'-0" LL 5'-10" LL <br />E <br />MIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-13 <br />SCALE: Y4"=1'-O" <br />N <br />c <br />N <br />9 <br />C <br />d <br />•� <br />) <br />o <br />Q <br />� <br />_ r a CZ <br />n y �E <br />w <br />t <br />n F= a <br />Ln- <br />M <br />N <br />0 <br />N <br />are <br />0 <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 <br />7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />IW- <br />Q <br />o 8 E m <br />N <br />V <br />co m <br />M <br />yr` r.- ° w <br />M V a a <br />Q <br />w <br />r <br />LL ii n• U) <br />,^ <br />z <br />Z <br />g O O <br />Z <br />c o R p <br />7iD N t_D m Q <br />Wr°�pj6' <br />z <br />T. <br />IL <br />cc <br />co Z <br />z <br />Z <br />N co F=- <br />O U ❑0❑ <br />W <br />Z N M <br />0 <br />z <br />�z o <br />(nv) <br />z a <br />� o <br />Lll � <br />� <br />V <br />O <br />W g <br />N <br />C <br />~ .- <br />U d <br />c <br />E <br />t <br />(U91 <br />0 <br />OfY <br />t♦ <br />I� <br />w <br />0 <br />w <br />Z <br />O <br />Z. <br />�� <br />>� <br /><o <br />=® <br />� V� <br />E <br />I� ru <br />oLL <br />z <br />i 0 <br />❑a <br />aZ<o�oJ <br />U❑ <br />Zacl <br />c <br />p <br />_-2 <br />p Y <br />m O <br />= <br />z <br />m <br />�m <br />a <br /><w <br />p 3 <br />O <br />Z O <br />� <br />y <br />VJ y <br />m <br />c <br />U <br />a z <br />w= <br />r� <br />v <br />0I< <br />a <br />0 3 <br />�O <br />0 <br />= <br />> C`7 <br />CC <br />O <br />c� <br />N <br />i <br />O <br />co Lo <br />:3 N <br />a <br />�. <br /><C <br />Cr Y <br />S <br />N <br />N <br />~ <br />ca <br />*.a <br />O <br />Ln <br />O <br />� <br />.1d <br />m N <br />0) <br />N <br />N <br />Lo <br />Q <br />LO <br />t\ L <br />T <br />E <br />c O <br />CD 'qT <br />0 <br />C <br />7 <br />T <br />N <br />N <br />c <br />to <br />U _ <br />v ai <br />q O <br />c <br />_J <br />JOB <br />NO: <br />23-03652 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />