Laserfiche WebLink
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 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 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 . O <br />Safe vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />OEM <br />0 Elmo IN <br />8F44 1B/1T8F401BAT 8RF40OB/1T 8F321B/1T <br />FORM & GROUT SOLID <br />CV Q <br />o W <br />#5 BAR CONT. <br />8F12-1B/1T <br />Y' LINTEL DETAIL <br />SCALE = N.T.S. <br />TYPE <br />SE IGNATION <br />F = FILLED <br />WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />Q W <br />J <br />8 <br />F 16— <br />B/ 1 T <br />J <br />ono � <br />N <br />Z <br />LbQUANTITY <br />tNOMINAL. <br />OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />c-i pr sTlintels = 3500 psi. <br />2. fc prestressed lintels = ¢000 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 />#SRE1) <br />MIN. <br />TOP <br />D RERA <br />(1) O' <br />I-LEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />A O n <br />d <br />C.M.U. <br />#5 REBAR AT TOP <br />4 <br />, <br />_ <br />a c A <br />a <br />MIN. (1) REaD <br />1-1/2" CLEAR <br />o <br />n a a <br />e <br />GROUT <br />J 0 <br />a L <br />y <br />C.M.U. <br />A <br />5 REBAR AT <br />M - m w <br />- <br />O <br />BOTTOM OF <br />t- (0 - w <br />0 <br />o <br />LINTEL CAVITY <br />o V <br />W <br />-BOTTOM <br />o d O <br />REINFORCING <br />z <br />C ¢ C') to Z <br />7-518"ACTUAL <br />PROVIDED IN <br />LINTEL <br />z n <br />4 O <br />of <br />D D <br />Qo �, �oll <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />' NOMINAL WIDTH <br />(VARIES) <br />cn � 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 />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 />4'-0" LL <br />O <br />5'-10" LL <br />O <br />5'-4" LL <br />O <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />f <br />i <br />' <br />/ <br />ot��la4katfli!%j� � <br />9 go <br />1P <br />o <br />.•. <br />•• ice'` <br />.,., F L� o <br />sc► <br />, <br />�l�llli!!!!!!ltRtrltt``�' <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 Florida Building Code - <br />Residentlal 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 />0) <br />Q <br />N N <br />V <br />M N h N ro 5 <br />II) <br />LJL�' W' -Ji d <br />u? vi <br />a <br />ai "' w <br />4c'u: as <br />Z <br />0 0-0U)o <br />C) o <br />�y <br />m CDo X O o <br />W <br />W 0 1" � <br />N Q n Z VIL J <br />U 1—]El <br />N <br />(`M <br />J M <br />U) <br />! N <br />cn <br />nl/i <br />o <br />W <br />_ LL <br />�.J <br />f>3 <br />LU <br />u' 8 <br />�O <br />d <br />c) m <br />Lt! rn <br />E <br />o g <br />I <br />I <br />7 <br />Q <br />4 <br />1"' <br />c <br />CID <br />W <br />Cl)M <br />z <br />O <br />z <br />Z <br />U_ <br />Z O <br />OLL <br />g <br />> N <br />E O <br />CJ <br />wz <br />20 <br />2 <br />oa <br />00 <br />^ <br />OZ <br />Z <br />O <br />It�Go <br />dF <br />ao <br />Wz <br />�J <br />(a <br />_ <br />z <br />U <br />. 2 <br />'0 <br />O <br />O it <br />z <br />Z <br />N <br />m <br />aW <br />CV <br />0w0 <br />o§ <br />O <br />a <br />W <br />Q <br />C <br />a <br />�& <br />wW <br />1- <br />C) <br />y o <br />MJ <br />co <br />C <br />N <br />a x <br />00 <br />=M <br />0 <br />= <br />M <br />J <br />L <br />t0 <br />`J <br />f6 <br />0 <br />O <br />^ <br />L <br />' <br />OL <br />O <br />m <br />cc <br />T <br />1 <br />�r <br />V <br />N <br />T <br />O <br />LO <br />L.n <br />N <br />00 <br />r— <br />L O <br />E <br />OO <br />M <br />Z <br />m <br />Z <br />v ` ' <br />E <br />rri <br />`m <br />c <br />a <br />E <br />U ° <br />a; <br />Q p <br />c <br />JOB <br />NO: <br />20-2750 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />