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0] <br />00 <br />tR <br />00 <br />Cn <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 / . O <br />Safe vertical load Safe horizontal load —\ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />wbm <br />9 <br />Nimin <br />8F441B/1T81`401B/1T 8RF40oB/1T 8F321B/1T <br />FORM do GROUT SOLID <br />} . -1 <br />O W <br />�U <br />O #5 BAR CONT. <br />8F 12-1 B/1 T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />F <br />E <br />F <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 />C7 <br />Q <br />W <br />81- 16- B/1 T <br />Q <br />QJQ <br />Z <br />W <br />Z <br />io <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <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 wl <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 />#SREBARATTOP ALTERNATE POWERS <br />MIN. (1) REQ'D <br />a e 1/2 STEEL LINTEL <br />CLEAR <br />O <br />e <br />4 .M.U. #5 REBAR AT TOP <br />A- e MIN. (1) REQ'D Q 1-1/2" CLEAR <br />C <br />GROUT <br />L� o <br />D <br />O <br />e e <br />a <. <br />e <br />N <br />4 <br />5 REBAR AT <br />= c~n w <br />a <br />° <br />BOTTOM OF <br />�' Z W <br />w W 0 <br />"*—BOTTOM <br />LINTEL CAVITY <br />rp <br />!^` <br />O�UOr' <br />`�'L <br />REINFORCING <br />W¢ ¢ C7 Ch <br />cr <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z LL W n <br />Z` O � 2 <br />D D <br />VOMINAL WIDTH <br />(VARIES) <br /><n uii Ir a <br />Q Q <br />o 0 <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 />REBAR AT E <br />INDICATED <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 cementitiuos coating. See contractor specifications <br />O <br />4'-0" LL <br />'-8" LL <br />O <br />5'-10" LL <br />W JL <br />1][Mal 0"Klk <br />SCALE: %4"=V-0" <br />(D V <br />Z co <br />0 <br />— o <br />z� <br />Q <br />a <br />Z <br />(D <br />^(n' <br />4--)w <br />�o <br />•U — <br />O w <br />U <br />or- <br />coN <br />~ <br />N-0 M <br />co <br />Z a� <br />U <br />O o <br />ILL co <br />Q rn <br />t <br />o� <br />co <br />U.)av <br />M Q o <br />B D® <br />NC <br />N N <br />.w O N <br />Z W NCSz z <br />°' <br />U) <br />F— <br />a w <br />LU — g, r <br />a <br />Ck W V a L f <br />Z 0 a��~� <br />Z m o O <br />m 4UM <br />LY 1*01Q4gg, 9Z <br />4��tit�'V `� <br />` FDS&G. <br />S .IL <br />26 12 <br />r CJ_ <br />' <br />ESS1p� <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 />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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />w <br />za <br />f- <br />uJ < <br />U <br />ZO�-'Q�Q <br />p w Z <br />�OJW <br />Co <br />oL� <br />L <br />zZ <br />> u <br />Zz <br />s� <br />Q <br />� <br />CL <br />-� <br />o <br />�., <br />� uJ <br />,� <br />8�z <br />se <br />O <br />Qg0 U <br />iz m a <br />w / <br />` <br />Sa0< <br />Z a <br />WW <br />Z <br />aaf� <br />S0� <br />Z <br />^ <br />ri <br />� =) Z <br />W <br />Ln <br />W <br />< uJ <br />Oz <br />_! <br />7-4Lj <br />Q <br />u <br />u'oQa <br />2 FI F- <br />k <br />Q <br />Q <br />Z <br />Z <br />t <br />boLO o <br />0 <br />Ln <br />06 <br />Z <br />:5= <br />a f <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO° 10 <br />0 <br />SHEET NO. <br />8.0 <br />r III 11�1iRl---------n iin 1 01 � i i <br />