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I _I <br />In <br />l_1 <br />b <br />02 <br />E <br />0 <br />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.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 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 <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />FORM k GROUT SOLID <br />Q <br />O Lu <br />O #5 BAR CONT. <br />8F12-1B/1T <br />"'LINTEL DETAIL <br />SCALE = N.T.S. <br />WEI <br />W <br />MEN <br />0 <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J W <br />8F <br />16— <br />B/1 T <br />60 o <br />tNOMINAL. <br />tQUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cT p-recasilintels = 3500 psi. <br />2. fc prestressed lintels = 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 />#S REBAR ALTERNATE POWERS <br />M IN..(1)(1) REQ'D <br />° n CL AR STEEL LINTEL <br />O <br />a <br />° ° .M.U. #5 REBAR AT TOP <br />a ° a MIN. (1) REQ'D ° 4 1-112" CLEAR <br />° a a <br />° <br />GROUT <br />D D <br />C.M.U. <br />° <br />5 REBAR AT <br />= c~n w <br />° <br />BOTTOM OF <br />w � <br />0 <br />4 - <br />oLU <br />LINTEL CAVITY <br />wJ V (n � <br />1 <br />OTTOM <br />o cwc(JOzREINFORCING <br />PROVIDED IN <br />LINTEL <br />z -w n <br />Q =' O <br />tr a <br />D'NOMINALWIDTH 4 4#5 <br />REBAR AT B( <br />AS INDICATED <br />7-5/8"ACTUAL <br />(VARIES) <br />U)Ln <br />° <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 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 />OF <br />5'-10" LL <br />CF O <br />4'-6" LL 4'-6" LL <br />OB <br />6'-6" LL <br />(E) MIN. <br />17'-4" LL <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />(D <br />z m <br />Z <br />Q <br />a <br />0 <br />/V�)� U' <br />v/ <br />cn <br />4--J w <br />r�(DM <br />V — <br />O"' <br />c <br />E <br />0 <br />U <br />W <br />b'e si E <br />;.: _ 8 <br />.$'- <br />aD M <br />C CU M <br />1ovm <br />0 00 <br />2 <br />t tL 00 <br />(Aao <br /><0 <br />N C B D C <br />1. <br />,...�, �€ • <br />� F � c� <br />i <br />',r <br />�OrvbZ`` <br />L.L rS• <br />Ck!:1 <br />LL W NV..... <br />¢.� <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z� <br />0 <br />0 <br />U0 ­ <br />Z <br />r/-I (n M O <br />M <br />Q�'Mp� <br />a V) <br />0 <br />Q U_ <br />Z <br />fn <br />Q � <br />zUE <br />W_J <br />Z <br />00 <br />MJ <br />0, <br />o! <br />zaa <br />f <br />zan <br />Lu<WW <br />�Z80 <br />g L w ccZZ <br />W <br />G 0 U) <br />W p <br />L <br />�O <br />f <br />Z <br />ut 3 <br />c <br />Z <br />a <br />U <br />=uJ <br />a. <br />w <br />U.1 <br />of <br />a�� <br />0 <br />J <br />C <br />z <br />X <br />fAV <br />1` <br />g<0` <br />W ZQ <br />Q <br />CZ <br />~0Z0 <br />g <br />Z <br />r-I <br />go <br />f " <br />allo� <br />W <br />-J <br />ui <br />rl <br />U J <br />Q <br />W <br />a <br />z <br />a °` <br />I- W <br />�Y¢ <br />Q�Z <br />rn <br />(T <br />Z <br />Z <br />� <br />CY <br />Ln <br />m <br />0 <br />ob <br />:5 <br />N <br />aG <br />g <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO. 4mO <br />SHEET NO. <br />8.0 <br />