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c <br />v <br />x <br />CV <br />C*4 <br />0 <br />CV <br />r- <br />c� <br />I <br />00 <br />r <br />J <br />A <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 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 �� . O <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS; CASTE-CRETE, QUALITY, LOTTS <br />8F441B/1T8F401B/1T 8RF40OB/1T 8F321B/1T <br />FORM do GROUT SOLID <br />'IT i . <br />CV <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />0 <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <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 />w <br />8F 16— B/1 T <br />¢ <br />o <br />ON <br />tNOMINAL, QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />#5 REBAR <br />MIN. <br />AT <br />(1) REQ'D <br />ILEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />a n <br />O <br />a `a <br />4 <br />.M.U. <br />#5 REBAR AT TOP <br />° Q <br />" <br />D <br />n ° n <br />a <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />G <br />GROUT <br />0C.M.U. <br />L <br />5REBARAT <br />=—mwBOTTOM <br />a <br />OF <br />z w <br />w w 0 CO <br />LINTEL CAVITY <br />co <br />Lu <br />O <br />n \� <br />—BOTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />O c U <br />¢ ¢ C7 m z <br />p 66 <br />z p <br />¢ Q 3 m <br />Oa <br />v <br />" <br />D D <br />�, <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />7-5/8"ACTUAL <br />NOMINAL WIDTH <br />(VARIES) <br />c~n Lo � <br />o o <br />4 <br />MATERIALS <br />cif precasiTntels = 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 />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 />4'-6" LL 4'-6" LL <br />O O <br />5-10" LL <br />O <br />LINTEL PLANT <br />SCALE: %4 <br />Q) V <br />z M <br />0 <br />— o <br />z�z <br />13 <br />Q <br />U) <br />Wn (D <br />a) <br />cn <br />4}--d w <br />�o <br /><V — <br />Ow <br />to � <br />� <br />o <br />C6 U <br />o 0 <br />m <br />W ;_ <br />�� <br />C M M <br />N 8 co <br />_ <br />O O o <br />s L` 00 <br />U <br />ce <br />< m <br />LO <br />rn Q o <br />B D. <br />N N <br />V, w o0 0 rn 0 0 <br />Z LUZ <br />W ° w <br />_ Gi F LI: a <br />W <br />OCo <br />_ • \� w <br />J <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 />LE N AR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />O <br />Z <br />CO <br />G <br />L� <br />Z ¢ <br />¢£ <br />EF <br />w¢rxa�� <br />�zo0 <br />zww� <br />�ozw <br />22 D <br />O� <br />A <br />8w{wF—N <br />'�` <br />W 0 <br />z <br />L <br />� <br />rL <br />z <br />>O <br />f <br />LL <br />� <br />Z <br />a <br />JT <br />Q <br />Z <br />w <br />U <br />Z <br />V• <br />_I <br />w <br />9 g- <br />o00 <br />av6 <br />�. <br />J <br />LU O O a <br />U <br />Z 1Z <br />N <br />._J <br />< <br />a<L <br />Q <br />o�CeCe <br />z <br />woo <br />LU <br />J <br />Ln <br />r-i <br />111 <br />2: <br />Lij <br />Q <br />z <br />w o <br />0 <br />n1¢-u <br />g~o <br />fV <br />rn <br />z <br />�V� <br />Z <br />qO <br />m <br />O <br />z <br />LLJ <br />2 <br />- 171 <br />a� <br />rn <br />,--I <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION NO. 4nO <br />SHEET NO. <br />8.0 <br />