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02 <br />ao <br />tv <br />E <br />0 <br />x <br />r7 <br />w <br />D <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 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 <1 .O <br />Safe vertical load Safe horizontal load — I <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />Iin 8F20-0B/1T <br />81F441B/1T8F401B/1T 8RF400B/1T 81`321B/1T <br />`J <br />FORM do GROUT SOLID <br />O � �•�Z�_#5 <br />N W � r L <br />O BAR CONT. <br />8F12-1B/1T <br />„„ � <br />V LINTEL DETAIL <br />SCALE = N.T.S. <br />in <br />In <br />i0 <br />In <br />in <br />0 <br />In <br />simon <br />Ein <br />amno <br />in <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />6F16— <br />B/1T <br />U <br />a <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c3 -fr precasflintels = 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 w/ <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 />#S REBAR.(1)RE <br />MIN. <br />AT TOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />1/2 <br />CLEAR <br />STEEL LINTEL <br />d <br />d O d <br />#5 REBAR AT TOP <br />- <br />_ <br />O <br />a <br />.M.U. <br />2 <br />d- d <br />MIN. (1) REQ'D <br />° a <br />1-1/2" CLEAR <br />a <br />Z <br />a <br />ti" <br />a <br />D <br />z <br />a <br />GROUT <br />d <br />5 REBAR AT <br />=w <br />O <br />BOTTOM OF <br />rn z w <br />w OF <br />o <br />LINTEL CAVITY <br />o dJ <br />xO <br />—BOTTOM <br />0 it d <br />REINFORCING <br />¢ ¢ ,3 Co <br />°z LL <br />— <br />7-5/8"ACTUAL <br />PROVIDED IN <br />a W, <br />D D <br />8" NOMINAL WIDTH <br />LINTEL <br />Q V" No <br />#5 REBAR AT BOTTC <br />(VARIES) <br />E� w 0 <br />Co m It n. `n <br />Q Q <br />o 0 <br />AS INDICATED <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 manufacturers 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 />OF O <br />5'-10" LL 6'-6" LL <br />O O <br />5'-10" LL <br />O <br />17'-4" LL <br />O MIN. <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />zo <br />— o <br />z� <br />z� <br />Q13 <br />V) 0 <br />cn <br />w <br />U <br />O °_U <br />�L U <br />� <br />m 04 <br />W <br />I--- p <br />C c6 M <br />a X <br />O oN <br />I�Vrillil U N <br />w l.L oo <br />m <br />Y C` <br />Q <br />0 <br />cy)¢o <br />A ® <br />B D. <br />N C B D C <br />N N <br />goN <br />Z W z <br />UV <br />LULU <br />ri <br />Z <br />2a o <br />m co <br />,FDSSh1G. QM... <br />Y • J <br />d2 <br />°• <br />>^ °. <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 />Residential6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 Z <br />O <br />Z5 <br />wo <br />Z <br />f <br />w¢�tr <br />zoo <br />z0�� <br />�o <br />Z <br />Lu <br />O <br />uJ N <br />F <br />fx <br />Z Z <br />L <br />¢ O <br />Z <br />'S <br />7 <br />z4z <br />O <br />-0 <br />J <br />JLU <br />Z <br />ul9 <br />J <br />o00 <br />" <br />LL1V <br />xma <br />N <br />�--� <br />J <br />Z¢Z� <br />Q-LL <br />Z <br />'" � <br />oo�LL <br />� CY <br />J <br />i <br />LLI <br />5 <br />a <br />Q LL <br />= ow = <br />Y o <br />00 <br />M <br />Q <br />Z <br />Z <br />I<Z <br />goo <br />Z <br />U <br />�o <br />[n <br />g <br />W <br />J� <br />¢ W <br />° <br />� <br />V) <br />0 <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: M)AM ES <br />VERSION NO- 4n0 <br />SHEET NO. <br />8.0 <br />MIN !®N 191111111 ^Anllnnitfll Inrm InatlRfl®tlnnilnll <br />