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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 (Intel 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. 7132" 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 />11. The exterior surface of ]inlets 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 <br />Safe vertical load Safe horizontal load _<1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTrS I <br />MIW'WM <br />8RF14-1E1/1T 8RF14-0B/1T 16-013/1T 8F16-11311T <br />8F20-0B/1T <br />FORM & GROUT SOLID <br />J J <br />9 LU <br />0 �_#5 BAR CONT. <br />8F12-1B/1T <br />(V) <br />Y' LINTEL DETAIL <br />SCALE = N.T.S. <br />ME <br />Cm <br />WE <br />ME <br />ai <br />iiiiii Ing <br />ilti! <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 />W <br />ltwi& B/1T <br />o <br />tNOMINA QUANTITY OF <br />C71 <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />0 <br />HEIGHT <br />REBAR <br />IN. <br />AT TOP <br />(1) REG-D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />O <br />4 <br />#5 REBAR AT TOP v <br />—GROUT <br />MIN. (1) REaD_ Q <br />1-112" CLEAR <br />4 <br /><1 L. <br />Ln <br />\—C.M.U. <br />A <br />--#5 REBAR AT <br />0 <br />(n - UJ <br />0 <br />BOTTOM OF <br />, <br />a- 10 Lu u) <br />LINTEL CAVITY <br />LL) <br />-BOTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />X, d 0 <br />X4 0 crMZ <br />_J <br />Ci LIU 0 <br />Z . > D#5 <br />< . - a 3: �� L <br />,- � LIU 0 <br />REBAR AT BOTTC <br />AS INDICATED <br />7-5/8"ACTUAL <br />NOMINAL WIDTH <br />(VARIES) <br />(D X a <br />MATERIALS <br />C) 1. IT preca tels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f9 = 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 A51 0. <br />8. Mortar per ASTM C270 type I 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 />ISE APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />LO APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />r- <br />LO <br />C14 <br />aci <br />o <br />C) <br />J <br />rn <br />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />USP MSTAM36 STRAPS EACH STUD <br />tR <br />((1) STRAPS EACH SIDE) CENTERED <br />W/ (13) 10d NAILS & (8) Y4" TITENS <br />o <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS ((2) <br />E <br />STRAPS EACH SIDE) <br />E <br />2x8 #2 SYP P.T. BASE PLATE <br />o <br />W1 Y2" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <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 cemenbbuos coating. See contractor specifications <br />LICTURAL SHEATHING <br />ACHED PER NAILING <br />IEDULE <br />E PLAN <br />VALL <br />'4OCKOUT COURSE <br />1) #5 CONT. <br />PLAN FOR FILLED CELL <br />CING <br />6:1 WALL SPLICE DETAIL <br />cn <br />SCALE: 1" = 1'-0" <br />4A <br />(A) <br />5-8" LL <br />LINTEL PLAN <br />SCALE: )/4"=1'-0" 1 <br />7 <br />L L <br />(D tp <br />ce) <br />`� z <br />LU <br />0 L.IJ <br />IT <br />0f <br />ZD <br />E <br />S <br />U) C') <br />Cn <br />r_ M Cl) <br />C') <br />rh;lo <br />0 04 <br />_r_ u_ 00 <br />C) <br />-00 <br />or <br />LC)2L 747, <br />< <br />AI <br />N-C B D C <br />10 <br />Rd :2 <br />05 <br />LU <br />LU :E; o = <br />Z cc <br />um <br />www.FDSE!'EOM <br />23 <br />F <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 Gth Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />fa <br />zgx <br />_UO <br />5 <br />Z 'u !T, <br />a Z <br />Lu <br />OD <br />W <br />O <br />V) <br />Z <br />< <br />> <br />Lf <br />Z Z <br />�Z <br />Z <br />Z< <br />0 <br />< <br />U <br />Ln <br />_J <br />OOZ <br />1-, 14 P <br />e,;5 <br />Ln0 <br />u "f < <br />r4 <br />rI`-4 <br />< <br />< LIU: <br />Z <br />2 <br />Z <br />LU <br />di <br />Z- 8 <br />rl <br />2: <br />< <br />< <br />Z <br />Sao <br />g R <br />rl <br />,--q <br />Z <br />< 8 <br />Zn <br />0 <br />0 <br />Ck <br />Z <br />:5 <br />=( <br />'A <br />< Z <br />uJ <br />SCALE AS NOTED <br />DATE 4/12/2019 <br />TECH: JBERCHAL <br />VERSION No. 5 o l <br />SHEET NO. <br />8.0 <br />