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I��II�yI1lII11i11VIlYy��ll.I� �_11L �',_IYY IuIL t1i111f 'WIu.IW!1 WW11'II�LIlWI1�W111Wa iW11�II1 lYVl�(' IIJ�It�l11J11 WW�11lW �I r1�IM■IUI�IYI�NY�i1�6LY11�.1. 1....:� ,JY d41111.16 IU slucllwu- <br />el <br />Q <br />00 <br />C <br />0 <br />Cn <br />w <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 174" and <br />longer with a nominal height of 8" meet or exceed Ul80. <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 />Sae vertical load Safe horizontal load -\ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F441B/1T8F401B/1T 8RF4OOB/1T 8F321B/1T <br />FORM do GRQUT SOLID <br />r. -1 ry <br />(V <br />O <br />U <br />J5 BAR CON). <br />8F12-1 B/1 T <br />O <br />W" LINTEL DETAIL <br />SCALE = N.T.S. <br />�IWOj <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />6F16- <br />B/1T <br />F <br />00 <br />Lb <br />tNOMINAI. <br />QUANTITY OF <br />T <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />.I <br />MATERIALS <br />cTf' precast = 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 (CM U) per ASTM C90 wl <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar 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 />#5REBAR .(1)RETTOP <br />MIN. <br />(1) Q'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />n <br />0 <br />d ° G <br />a <br />. M.U. <br />#5 REBAR AT TOP <br />W <br />a° n <br />MIN. (1) REQ'D <br />° 4 <br />1-1/2" CLEAR <br />2 <br />° C e <br />° <br />Z <br />GROUT <br />D D <br />° <br />J = <br />vt - F <br />Q L <br />° <br />n <br />5 REBAR AT <br />= - w w <br />_ <br />a <br />° O <br />BOTTOM OF <br />, ui z w <br />OF <br />o <br />LINTEL CAVITY <br />o V <br />\ n <br />-BOTTOM <br />o¢ U O Z <br />v <br />REINFORCING <br />¢ < c7 :I <br />t-` <br />- <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z o w ,f, <br />D D <br />8" NOMINAL WIDTH <br />LINTEL <br />F w <br />a <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />U) U-) ¢ o. <br />Q <br />o o <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 cementitiuos coating. See contractor specifications <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6-10" LL <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />Z M <br />- o <br />Z <br />Z <br />Q <br />Cl- <br />U) z <br />Ln 0 <br />� w <br />�o <br />Ow <br />N <br />�t3 rJ0 <br />CN <br />CN <br />ly E <br />'- S <br />m M cn <br />marl) <br />_ <br />U <br />O o a <br />u- 00 <br />C <br />m <br />m <br />. o- o <br />Q rn <br />v Qv <br />M Q o <br />N N <br />N 'N <br />Utw)8D IS Cc ON <br />U) <br />� <br />W aNLL�� WW <br />a7 u <br />d o •- <br />rn <br />m <br />O <br />c C-4 <br />LL <br />U V <br />FPS <br />\\`_ <br />•• <br />cG <br />< ego O� <br />• '� ° <br />•' <br />Is F. Lo •'o <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.Lennaffampaxom <br />OZ <br />za< <br />FF <br />Lu<WX <br />4 800 <br />5L1 0ce <br />81 Z Z <br />Q' � J <br />OLUIto <br />U W tIt N <br />L <br />FLn <br />L' <br />Z Z <br />D(3) <br />.0 <br />O <br />= <br />Q <br />J <br />UJ <br />J <br />W <br />g � V <br />Lu <br />Z <br />0 - <br />Ns <br />w ly < <br />d- <br /><<LLI� <br />o�o <br />0Iu <br />0 <br />Z <br />Z <br />r-i <br />2 <br />�` a 2 L; <br />JLn <br />W <br />W <br />Q <br />2: <br />Q <br />Z <br /><ZL, <br />0<< <br />�aZ <br />N <br />00 <br />Z <br />0 <br />CIO <br />l�f) <br />Z <br />UJ <br />Z <br />rn <br />,- 4 <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 3/15/2018 <br />TECH: MJAM ES <br />VERSION NO. 4nO <br />SHEET NO. <br />8.0 <br />