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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 ACl 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 .0 <br />Safe vertical load Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 817321 B/1T <br />FORM do GROUT SOLID <br />o � r� <br />' J <br />e` U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />j <br />i <br />zl <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 />J¢ <br />F <br />w_ <br />$F16- B/1T <br />Q <br />co <br />g <br />Z <br />tNOMINAL. <br />ZD <br />QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />o <br />HEIGHT <br />MATERIALS <br />cT prf ecasflintels = 3500 psi. <br />2. fc prestressed lintels= 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <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. Rebar 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 />MIN. <br />MIN.(1ARQ'D <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />O <br />a <br />4 ° <br />.M.U. <br />#5 REBAR AT TOP <br />,4 ° <br />° <br />GROUT <br />MIN. (1) REQ'D <br />e <br />D G <br />1.1/2" CLEAR <br />° <br />G <br />° <br />n J a <br />° <br />cn F <br />C.M.U. <br />5 REBAR AT <br />° <br />BOTTOM OF <br />LINTEL CAVITY <br />rn - <br />o U Or to� nn <br />-BOTTOM <br />ow U O Z U /' <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ ¢ 00 <br />Z u d w ,r, p n p <br />¢ _" C7 3 N <br />a 4 Q m <% <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />5/8"ACTUAL <br />JMINAL WIDTH <br />(VARIES) <br />(0 Z6 a a <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 cementifiuos 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 IOW 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) Y"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 />SBOLT W/ MIN. 7" EMBEDMENT @ <br />32" Q.C. & 6" FROM EACH END <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN <br />T/WALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = V-0" <br />O (D <br />5'-10" LL 13'-0" LL <br />O <br />8'-0" LL <br />O <br />4'-6" LL <br />C <br />4'-6" LL <br />D <br />MIN. <br />5'-8" LL <br />MIN. E <br />17'-4" LL <br />LINTEL PLAN - ELEV-B <br />SCALE: Y4"=1'-O" <br />0 <br />t'",. o <br />UJ <br />ca 7 <br />c� - <br />L 06 X <br />N1C6, N - <br />N -fir, o ca <br />C o <br />c. v <br />ti.. <br />VIV <br />QJ 7,6 <br />A <br />`f LO ` <br />kk <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 />Residential 7th Edition. 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