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v+ <br />v <br />Q <br />N <br />x <br />O <br />0 <br />J <br />N <br />CD <br />0 <br />a <br />CD <br />J <br />N <br />I <br />O <br />CX <br />c <br />v <br />v <br />C <br />H <br />Q <br />N <br />O <br />E <br />N <br />O <br />S <br />C <br />Lz: <br />v <br />0 <br />I <br />.o <br />i <br />CL <br />0 <br />v <br />a> <br />Li <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 />it. 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 <1 ■O <br />Safe vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />:III <br />IM OEM <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />FORM dr GROUT SOLID <br />o ! rw <br />' J <br />O /5 BAR CONT. <br />8F12-1B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />Mil <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />D <br />8 F 16— <br />B/ 1 T <br />U <br />a <br />tNOMINAL, <br />QUANTITY OF <br />� <br />T <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cT-P piecas rintels = 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 />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#S REBAR <br />M IN. <br />AT REC'D <br />(1) Q'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />° O e <br />a <br />.M.U. <br />#5 REBAR AT TOP <br />° ° ° <br />° <br />GROUT <br />MIN. (1) RECI'D <br />° 4 <br />o <br />D D <br />1-1/2" CLEAR <br />° <br />4 <br />° <br />Q <br />r, �0 �'� <br />C.M.U. <br />5 REBAR AT <br />° <br />BOTTOM OF <br />OF <br />o <br />LINTEL CAVITY <br />U V Ul <br />O <br />OTTOM <br />O Ci z <br />REINFORCING <br />4 ¢ dco ¢ z <br />; <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z LL W N <br />4 d po3 No <br />� Ir <br />D D <br />� <br />�o <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />' NOMINAL WIDTH <br />(VARIES) <br />v~i i a�o <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 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 cementitiuos coating. See contractor specifications <br />OF� U <br />4'-6" LL 4'--6"/LL <br />CE'J <br />5'-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />• /V <br />��CBSi0`�P <br />\\\\ <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 <br />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 />H <br />Q <br />It'E �00 <br />co 8 CIO, <br />C ik <br />V <br />OLo <br />N J <br />O 0 C LL' <br />M N ti N c0 <br />M N J ' <br />0) <br />•7 LL •- �2 LL LL d <br />h <br />a <br />13U)uj <br />Z <br />c) 5 W <br />ai ii 52 a Lu a it <br />� U) 0 o <br />a o _ = g o <br />Wm <br />W <br />C CN- (° m Co <br />Z <br />f.. LL <br />I:6 N p < 0 rn <br />N Q C) Z J V <br />Z <br />° U ❑O❑ <br />__ ..• W <br />Z N fD <br />z � 3 <br />Q � <br />a N <br />13 <br />U) <br />M <br />m <br />_ <br />— <br />U <br />Vi od <br />w <br />� <br />0 <br />N <br />" w F- <br />c <br />got <br />g <br />o <br />;a, <br />,g <br />� <br />— E 8 <br />�tr, a z <br />U o <br />U) <br />° <br />Q <br />Q o <br />rn <br />S <br />CO <br />C13 <br />coM <br />i <br />O <br />Z <br />LPL <br />Q E <br />0 <br />zo <br />�z <br />>o <br />¢ ry <br />Z® <br />co <br />n� <br />¢< <br />UU <br />OU <br />Z <br />O <br />N <br />gz <br />, <br />wZ <br />¢ <br />C <br />mm <br />O¢ <br />Z F <br />Z� <br />U)v <br />N J <br />¢ ° <br />aw <br />�z <br />0_� <br />oa <br />0 <br />3]O <br />a <br />W <br />U <br />o <br />< w <br />¢o <br />C) <br />CDa <br />w� <br />a; <br />� <br />nL, <br />W <br />0 <br />> <br />o <br />Fri <br />CU <br />�i <br />C <br />_ <br />Q T <br />N <br />■� <br />J <br />t\ <br />LO <br />C:)O <br />0 N <br />� <br />ui <br />E <br />c <br />r <br />o <br />Z <br />m <br />Z <br />:3 <br />E Q <br />41 <br />m <br />m <br />a <br />E <br />U <br />Q O <br />c <br />� <br />JOB <br />NO: <br />20-2743 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />