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a <br />0 <br />Q <br />00 <br />8 <br />0 <br />x <br />N <br />N <br />0 <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 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 />8F441B/1T8F401B/iT 8RF40OB/1T 8F321B/iT <br />FORM do GROUT SOLID <br />Nr ::o. _ <br />9 'r W <br />r V <br />0 #5 BAR CONT. <br />8F 1 2-11/ JjB/ 1 T <br />j(V <br />1 i <br />'Vt LINTEL DETAIL <br />SCALE = N.T.S. <br />MEWS <br />Eimp <br />11 <br />MEW <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 />s <br />J =� <br />W <br />SF16— <br />B/1TNO <br />F- J <br />Z <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c precast lintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <br />4. maximum 318" 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 <br />MIN.. <br />(1)REBAR TTOP <br />(1) REQ'D <br />LEEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />4 <br />O <br />° ° a <br />d °No <br />C.M.U. <br />#5 REBAR AT TOP <br />4 <br />D - <br />a ° n <br />° <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />A s <br />a <br />° <br />GROUT <br />4 0 <br />5 REBAR AT <br />= to w <br />- <br />4 <br />° <br />BOTTOM OF <br />w W <br />O <br />c <br />LINTEL CAVITY <br />V r~rt <br />` nn <br />OTTOM <br />0 Ir d O Z <br />L <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />Cr ¢ C7'a <br />z LL 6 W a <br />¢ -. Cl � m <br />it <br />D D <br />�o �, QQ <br />5 REBAR AT BOTTC <br />AS INDICATED <br />7-5/8"ACTUAL <br />"NOMINAL WIDTH <br />(VARIES) <br />i`n Q. <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 />O <br />4'-0" LL <br />Q <br />5'-4" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />0 <br />Z M <br />— o <br />Z 04 <br />Z <br />Q <br />J <br />d <br />\C� Z <br />cry <br />w <br />�o <br />•U — <br />OLU <br />rt ^ <br />5 <br />�v' ~ <br />(a U <br />§ M <br />o r- <br />m <br />W <br />F— <br />— U <br />N M <br />m M <br />CD <br />Q O N <br />� e <br />Q <br />_� <br />S ao <br />0) <br />LO <br />rn Q o <br />B D0 <br />N N <br />N O CM vl N <br />:9 Z W� c V pip � Z <br />U) <br />Y� in"_o;� w w <br />Lu y�IN_ o. w <br />LLi �^ <br />CkZW a & o <br />Oc ul <br />m m R, ,yo <br />nsLL <br />Z`� i a <br />WVI�GF <br />-`^ • ♦ ✓ e <br />C7O <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 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 />Engineer's signature and seal. <br />LE N R <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />�O <br />w� <br />Z <br />w¢c lr <br />gnce W Q <br />�0ZZ <br />0.0 a � <br />ULJ w LL N <br />rG � <br />L <br />ZZ <br />Y U <br />^ <br />i Z <br />43- <br />Z <br />Q <br />0 <br />W <br />O <br />V <br />LLJ <br />QJ <br />W <br />Op0 <br />a. <br />u, <br />L ! <br />L <br />CaO � <br />Z¢I <br />Q <br />� LU <br />ZLU <br />ooWo <br />M w <br />W <br />LliLij <br />Q <br />Z <br />0 <br />U <br />Qo <br />M <br />k <br />0 <br />Z <br />� <br />boo <br />m06 <br />Z <br />:5O <br />= <br />J l!) <br />aLu <br />,-i <br />CL <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />8.0 <br />