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GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed }ants. <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, W32" 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 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 verical (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 />1 <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/1 T <br />FORM do GROUT SOLID <br />I :! - <br />O LU <br />� J <br />05 BAR CONT. <br />8F12-1B/1T <br />'V' LINTEL DETAIL <br />SCALE = N.T.S. <br />Cm <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16- <br />B/1T <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />1. <br />MATERIALS <br />c precas intels = 3500 psl. <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 />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />0 <br />#5 . BAR 1)RE AT TOP ALTERNATE POWERS <br />IN. (1) REQ'D <br />4R STEEL LINTEL <br />O <br />a <br />° .M.U. #5 REBAR AT TOP <br />n ° n MIN. (1) REQ'D �4 1-1/2" CLEAR <br />a <br />a a <br />e <br />° <br />GROUT <br />5 REBAR AT <br />= N v~i w <br />° O <br />BOTTOM OF <br />a to Z H <br />O W, <br />LINTEL CAVITY <br />8 U w <br />—BOTTOM <br />MW U O Z <br />REINFORCING <br />¢o <br />¢ a 0 ^ <br />7-5/8"ACTUAL <br />PROVIDED IN <br />ZO U. O w in <br />Z <br />40MINAL WIDTH LINTEL <br />=' Cr 3 io <br />(VARIES) <br />ir 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 />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />USP MSTAM36 STRAPS EACH STUD <br />((1) STRAPS EACH SIDE) CENTERED <br />W/ (13) 10d NAILS & (8) Y4" TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y2" EPDXY ANCHOR OR Y" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />D <br />Q � <br />4 <br />C.M.U. <br />D <br />D <br />#5 REBAR AT BOTTOA <br />QQ L <br />Ql <br />AS INDICATED <br />4 <br />16 GAUGE POWERS <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 cementibuos coating. See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />ot SEE PLAN <br />TMALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />8 SCALE: 1" = 1'-0" <br />5'-8" LL <br />O <br />LINTEL PLAN <br />SCALE: %4'=V-0" <br />� o � <br />O <br />U V <br />Z c <br />Z `O <br />Z <br />Q <br />a <br />Z <br />In UI <br />W <br />cn <br />4--J w <br />- � U <br />0 w <br />U <br />� n <br />m <br />W <br />pN� M <br />C M <br />= 9? <br />0 <br />O_ON <br />tl- <br />0Go <br />0 <br />f0 <br />Qrn <br />i Q d <br />MD. <br />N.c <br />=Jf <br />N_ �O <br />W �N <br />Z_ z <br />O <br />Q3 LL O W <br />LIB <br />U 1z <br />Z0C-cc papp <br />� <br />V M <br />N M �@ d <br />LL Z <br />W a N <br />c> U O <br />www.r� c <br />�V <br />C.00 <br />o. <br />To the best of the Engineers 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. 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 />O <br />rA <br />o <br />Z <br />�a <br />F- <br />� Z00 <br />EM <br />-Q <br />E <br />Z <br />8 W <br />89LLR <br />O <br />L <br />Z Z <br />�v <br />fZ <br />O <br />U <br />WAS <br />0 <br />N <br />z <br />=� <br />�g <br />Z <br />a f� <br />Z <br />J <br />.—I <br />W <br />or Ry it <br />aWLL. <br />az� <br />rl <br />W <br />z <br />��8 <br />Ln <br />Z <br />z <br />o <br />rn <br />Z <br />:5= <br />�f <br />rn <br />T -1 <br />11 <br />Ln <br />8 <br />SCALE : AS NOTED <br />DATE : 8/8/2019 <br />TECH: FMALDONADO <br />VERSION NO. 5ol <br />SHEET NO. <br />8.0 <br />