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I L I I — I Ilk II 11 III 1 1 _ --1 <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 accordancewith 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 / . 0 <br />Safe vertical load Safe horizontal load —1 <br />.0 <br />00NCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F8-1B/1T 8F8-OB/1T 8RF6-0B/1T •;'� <br />AC IL © O O O O <br />O O <br />8RF14-1B/1T 8RF14-OB/1T 8F16-0B/1T <br />FORM dr GROUT SOLID <br />� <br />'• <br />N <br />o <br />W <br />`- V <br />O O <br />O <br />/5 BAR CONT. <br />8F16-1 B/1T <br />8F12-1 B/1T <br />®O <br />O <br />O <br />8F20-0B/1 T <br />® <br />"V" <br />LINTEL DETAIL <br />SCALE = N.T.S. <br />Mal <br />F <br />I <br />EIII <br />LE <br />N #5 REBAR AT TOP <br />%MIN. (1) RECI'D <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F 16- <br />B/1 T <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />d <br />a <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REaD— °— 1-1/2" CLEAR <br />—GROUT <br />D <br />U) <br />4 <br />45 REBAR AT <br />= w <br />— <br />4 <br />BOTTOM OF <br />E z W <br />LINTEL CAVITY <br />o W x w <br />` <br />G G <br />BOTTOM <br />o Ir cS O z <br />REINFORCING <br />o < 0 ¢ Z <br />PROVIDED IN <br />Z O w ,n <br />p D <br />LINTEL <br />O N <br />L ~— <br /><10 <br />(VARIES) <br />to Ln M a <br />o <br />MATERIALS <br />1. c precas Intels = 3500 psi. <br />2, fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <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. Rebar per ASTM A615 Grade 60. <br />,�P 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 />i <br />5 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 />a APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />rn <br />tr <br />CD <br />'o <br />0 <br />0 <br />00 <br />CAD <br />t7� <br />Cn <br />E <br />r— <br />M.U. <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 cemenfitiuos coating. See contractor specifications <br />4'-6" LL 4'-6" LL <br />OF O <br />5'-10" LL <br />OD <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />_ <br />Z o'> <br />— o <br />z� <br />Z <br />a_ <br />0 <br />^C) <br />w <br />OLJJ <br />0f <br />o <br />�N Ca C) <br />o0 <br />m N <br />U'i <br />£ � <br />— 8 <br />CIDM fM <br />m <br />r7S <br />C N <br />O o 0 <br />L` <br />U <br />o <br />o@^ <br />Q rn <br />v <br />M ¢ Ci <br />A 1 <br />IS D. <br />C B D <br />N N <br />o d o o <br />M oo Z CL Z <br />Lu U) � g <br />� 11 W <br />OaNi <br />°m <br />.�.w H <br />. <br />Z <br />�Itrlf Q <br />wiN <br />U <br />0 <br />Z�J, <br />r�/ r%lumilloA"', " <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.(-ennarTampa.com <br />09 <br />wa <br />Z d <br />f <br />w¢tr <br />�z00 <br />Z <br />Z <br />�o �w <br />11 � <br />aYaY <br />'<` <br />V <br />FrZjJ® <br />L <br />ZO <br />Z Z <br />Li. <br />a <br />C <br />�3 <br />G <br />Z <br />U <br />a) <br />^ <br />�w <br />ty <br />L� <br />O O O <br />o <br />W <br />z <br />LLu <br />uo� <br />o c <br />k <br />N <br />J <br />w Z <br />8��� <br />Z <br />Z�� <br />w <br />J <br />Ln <br />rl <br />UJ <br />6i <br />Q <br />d Z <br />00 <br />O <br />Q <br />Z <br />Z <br />tj <br />�QZ <br />o o <br />l~n <br />Mk <br />W <br />rn <br />g <br />LU <br />= <br />J <br />Q <br />,-I <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: M)AMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />8.0 <br />