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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.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 verttcal (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 />0 o O O <br />8F8-1B/1T 8F8-0B/1T <br />O <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T <br />FORM k GROUT SOLID <br />o w <br />� J <br />�U <br />° /5 BAR CONT. <br />81`12-1 B/1T <br />0 4'-0" LL <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />E <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 />= <br />J <br />¢ <br />W <br />8F16— B/1T <br />H <br />a <br />J <br />N <br />Z <br />tNOMINAL.L QUANTITY OF <br />#5 REBAR AT <br />WIDTH <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />MATERIALS <br />cTf precast lintels = 3500 psi. <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 />#SREBAR ATTOP MIN. (1) REALTERNATE POWERS <br />Q'D <br />CLEAR STEEL LINTEL <br />O <br /><a <br />d .M.U. #5 REBAR AT TOP <br />C <br />n � a MIN. (1) REQ'D 1-1/2" CLEAR <br />O <br />o a <br />a <br />d GROUT <br />< <br />UNFiY <br />— Q <br />C.MU. <br />5 REBAR AT <br />= rn w <br />- <br />O BOTTOM OF <br />O <br />LINTEL CAVITYUJ <br />U ro J <br />1 <br />OTTOM <br />o X Ci O Lu <br />z <br />REINFORCING <br />Q ¢ C7 J <br />, <br />7-5/8"ACTUAL PROVIDED IN <br />Z t1 O w ul) <br />D D <br />40MINAL WIDTH LINTEL <br />¢ •' C7 N <br />a <br />� <br />�G C <�7� <br />#5 REBAR AT B( <br />AS INDICATED <br />(VARIES) <br />V)) <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 cemenbtiuos coating. See contractor specifications <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />U �, <br />Z (D <br />O <br />— CD <br />Z <br />Z <br />Q <br />U) z <br />CZ <br />t/) CD <br />W <br />cn <br />4--J w <br />�U — <br />Ow <br />C <br />U <br />o 0 <br />w E <br />' ~ $ <br />N co <br />c m cam) <br />O o 0 <br />L o <br />C, <br />Qch <br />u �v <br />Qa <br />AF1. <br />D. <br />ao <br />'cR <br />fil'r <br />c7 � <br />Z M • • <br />a <br />J <br />— � • <br />r,l <br />J <br />LLI.. <br />.arsm•a3r,Q <br />c t <br />U0 .■r <br />M <br />Yf"' <br />r" `.. <br />'Q U <br />�l <br />To the best of the Eng6 is ' e g irhfRrrR aq <br />belief, the structural plari'S po spe�lf�aiRodk �ebntaine�0 <br />within these drawings co m 610 r v Fhre 2017 Flgrj k�� <br />Building Code - Residential 6th Edf[Idgj f i4e6l,'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 />Zr_J <br />N <br />0 <br />.2 <br />t>•rMO <br />M <br />Q�•Mp� <br />0- V) <br />" L <br />ZQ <br />C)� U a� <br />Q <br />Z E <br />WJ <br />C:) <br />Oz <br />a <br />rzan: <br />00 Z U <br />Z 0 w Y <br />�S)z� <br />00J <br />aOU) <br />& E 8 <br />O <br />z <br />y0 <br />z <br />Z <br />L <br />v_I 3 <br />cu <br />1 r) <br />z <br />Q <br />�d <br />O <br />^ <br />W <br />�w <br />¢ <br />0 <br />J <br />uY <br />X <br />wOo�Fy <br />J <br />Lu o< <br />M: <br />I <br />g <br />Z <br />¢o�Z <br />J <br />r-{ <br />Z o <br />U <br />N <br />N <br />Q <br />Q <br />Z <br />uq <br />!�Wz <br />O <br />z <br />h Z <br />0° <br />oo <br />g <br />= <br />�O <br />¢ Z <br />Lu <br />cn <br />SCALE : AS NOTED <br />DATE : 3/19/2018 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />8.0 <br />