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0 0 <br />8F8-1 B/1 T <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 L/360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed L/180. <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 / . O <br />Safe vertical load + Safe horizontal load \_ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F8-0B/1T <br />8RF6-0B/1T <br />O <br />© <br />O O <br />8RF14-1B/1T <br />p <br />N - �• H <br />8F44 1 B/1T 8F40 1 B/1T 8RF40 OB/1T 8F32 1 B/1T <br />i;'. ik'. <br />o O Ji.• <br />o o to O <br />8RF14-0B/1T 8F16-0B/1T 81`16AB/17 <br />�•� <br />FORM do GROUT SOLID <br />f. <br />_ <br />O <br />N W <br />T <br />U <br />0 <br />#5 BAR CONT. <br />8F12-1 B/1 T <br />O O <br />8F20-0B/1 T <br />® <br />"V" <br />LINTEL DETAIL <br />SCALE = N.T.S. <br />Kamm Kawm <br />Psi= <br />PEI <br />�1 <br />I ir' C LJCJIl71V/it u <br />#5 REBAR <br />MIN.(1)REQ'D <br />AT TOP <br />ALTERNATE POWERS <br />F=FILLED WITH <br />GROUT /USUNFILLED <br />n <br />R =RECESSED <br />CLEAR <br />STEEL LINTEL <br />QTY. OF #5 <br />0 <br />d <br />REBAR OTTOM <br />OF LINTE@BL CAVITY <br />d ` <br />.M.U. <br />#5 REBAR AT TOP <br />° Q <br />a <br />g <br />w <br />e° d <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />8F16— B/1T <br />lo <br />< <br />a <br />d d <br />G a <br />lo <br />z <br />GROUT <br />D <br />tNOMINAL.5 <br />T <br />x <br /><1 o <br />QUANTITY OF <br />d <br />REBAR AT <br />M - m w 11 <br />° a <br />E <br />C.M.U. <br />- <br />4 <br />WIDTH #5 REBAR AT <br />a O <br />BOTTOM OF <br />i z N <br />w O <br />TOP <br />LINTEL CAVITY <br />w rn <br />u.1 <br />n <br />1 <br />NOMINAL-° <br />orroM <br />o c; o <br />" v <br />HEIGHT <br />REINFORCING <br />Q < C7 � <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z- p InD <br />Q � Nm <br />D <br />� <br />#5 REBAR AT BOTTO <br />8" NOMINAL WIDTH <br />LINTEL <br />Q ip <br />N ¢ d <br />�° �, <br />AS INDICATED <br />(VARIES) <br />n <br />MATERIALS <br />16 GAUGE POWERS <br />c precas inteis = 3500 psi. <br />STEEL BOXED LINTEL <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 />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />1. Refer to manufacturer's specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />7/32 wire per ASTM A510. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />B. Mortar per ASTM C270 type M or S. <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 />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 />applying the cemenfitiuos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=V-0" <br />go W <br />A <br />•. <br />• � N <br />Z <br />• �n <br />< <br />EQ <br />Fp <br />I <br />E S S <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 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />W <br />Q <br />4 V O N # <br />tD W <br />U N <br />0 <br />N N tT LL <br />w? r , <br />c� CQ N J U W <br />N <br />a <br />V° <br />CIL <br />C"!(V LL a <br />N <br />ajmc� I Lou, LU <br />caLLLL a a W <br />J.6- $ Z 0 <br />Z <br />FuC0" 0C1- <br />L @o W m 0 <br />W <br />N <br />0�Q'°' a <br />Z <br />IL <br />o <br />00 O <br />M Z <br />a <br />Z <br />N U J <br />O0 <br />W <br />U M � <br />z N M <br />o $ <br />N <br />Q � <br />rz � <br />Ln <br />z <br />0 <br />4-1 <br />LAJ <br />_ <br />0 <br />w <br />cn <br />r- <br />U <br />W m <br />r- - E <br />a 8 <br />m! <br />=l - <br />s ai <br />U0 N <br />Q 0 <br />" <br />N <br />C7 <br />W <br />Z <br />CAM <br />M <br />m¢ <br />z <br />oS <br />Z <br />Z <br />U CC <br />, E <br />zz <br />> o <br />C>_ <br />wFCC <br />z® <br />t— <br />_ <br />C7 <br />D <br />XO <br />" p <br />¢ z <br />❑ OU <br />❑ <br />¢ ZQ <br />W w <br />['V F.., <br />o <br />Q <br />L <br />MO <br />Cn C <br />❑ <br />0y <br />m E <br />oil <br />Zz <br />u7 J <br />CZ <br />a ° <br />;S <br />2 <br />z <br />go <br />SEEa <br />¢ <br />LL <br />mw <br />LN <br />C) <br />ao <br />vw <br />=G <br />�— <br />� 3 <br />� o <br />of <br />M <br />�Y <br />5 <br />a <br />00 � <br />0 CV <br />= <br />� <br />L <br />m <br />CC <br />> <br />CC <br />0 <br />.� <br />r--. <br />C) <br />Q <br />U <br />^' m <br />C <br />�..E• <br />f <br />° <br />0*) <br />�\ <br />V% <br />■ � <br />T <br />>' N <br />T <br />Too <br />T <br />hi <br />m <br />r <br />04 <br />a <br />z <br />Z <br />E 10 <br />N <br />N <br />:? <br />@ <br />a <br />U <br />a <br />¢ p <br />c <br />JOB <br />NO: <br />20-6576 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />