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rn <br />m <br />r- <br />E <br />0 <br />x <br />00 <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 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. 7132" 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 �� . 0 <br />Safe vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F441B/1T8F40 1B/1T 8RF40OB11T 8F321B/1T <br />FORM do GROUT SOLID <br />O W <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />„„ <br />V LINTEL DETAIL <br />SCALE = N.T.S. <br />e3 <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 />' <br />J <br />D <br />8 F 16— <br />B/ 1 T <br />F <br />a <br />i" <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#5 .(1)REREBARATTOP <br />MIN. <br />(1) REQ'D <br />-1/2" <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />— <br />a a <br />d O a <br />#5 REBAR AT TOP <br />_ <br />c7 <br />° <br />a <br />M.U. <br />MIN. (1) REQ'D <br />° 4 <br />1-1/2" CLEAR <br />2 <br />Q <br />° <br />o <br />° a <br />a <br />D <br />,� <br />Z <br />° <br />GROUT <br />\ J Q <br />Q <br />e <br />U)F <br />° 4 <br />C.M.U. <br />5 REBAR AT <br />= — w w <br />Q <br />° <br />BOTTOM OF <br />Z Lu <br />w w p <br />p <br />LINTEL CAVITY <br />Ji <br />OOF w <br />0 <br />—BOTTOM <br />o U(i 0 <br />REINFORCING <br />Q ¢ (7 � <br />LL <br />— <br />7-5/8"ACTUAL <br />PROVIDED IN <br />z o w !' <br />D D <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ _' 5 3 m <br />�° L, Q° <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />c~n Lo tr a <br />Q <br />MATERIALS <br />cif"' precast lintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <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. 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 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 />O <br />4'-0" LL <br />'-8" LL <br />5-10" LL <br />LINTEL PLANT <br />SCALE: %4" <br />O <br />r 0 <br />C-) <br />_ O <br />ZEl <br />Z <br />Q <br />Z <br />Ln CD <br />QJ cs�o <br />4 J W <br />'U e <br />OLU <br />c� <br />m <br />W <br />1— <br />CD 0M M <br />W <br />= N <br />C14 <br />() O <br />U <br />� <br />LL_ 00 <br />O <br />Q rn <br />Q <br />� Qov <br />rn Q d <br />N �p <br />O rn m �o �yN! <br />YI O I"" <br />Z 0? (") ww <br />U)/z <br />—W 2 <br />W-_ , <br />im <br />1JJ �U-g a <br />Z <br />Ev i0 <br />o <br />rN • <br />� �PW <br />Eo <br />0�• <br />A <br />R O F E S 5 <br />fdlil6lttio\ <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />4600 W, Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />OZ <br />Z <br />Zf <br />f <br />wa r� <br />9UZOO <br />0aineWQ <br />0 Q W Z <br />Lu <br />d ao <br />O�2o <br />U UJ N <br />r <br />V) <br />Z Z <br />> <br />LL <br />2:Z <br />a <br />C: <br />W� <br />C <br />' ^ <br />/ <br />CG <br />G <br />.D <br />0 <br />�[ <br />Lh <br />Q <br />Z <br />W <br />O <br />2 <br />CL <br />J <br />Q 9 <br />µ0 O O <br />h- Ser- <br />I- <br />O <br />J <br />1 1 <br />i• . <br />M 8 U <br />Z <br />vO-.a <br />of <br />Z<Q� <br />117�4 <br />J <br />< <br />8 <a <br />Z <br />i�8,'0i <br />W <br />J <br />Lli <br />di�Uzo <br />� <br />rl <br />LLI <br />� <br />v, � v <br />M <br />,-I <br />Q <br />Q <br />Z <br />Ce < <br />Z <br />�ZS <br />ao <br />m <br />O <br />C� <br />Z <br />= <br />J V7 <br />aLu <br />rn <br />.--i <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 11 /2/2018 <br />TECH: FFLORES <br />VERSION N0. <br />SHEET NO. <br />8.0 <br />cI iW <br />