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Q <br />�i <br />C, <br />a <br />QE <br />i <br />00 <br />r, <br />;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 accordance with ASTM C-926 or other approved <br />coating. <br />12. Lintels loaded simultaneously with verttcal (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 loa Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />Wm Z1116.= <br />0 U <br />8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />® © ® 8 <br />FORM & GROUT SOLID <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />'V' LINTEL DETAIL <br />SCALE = N.T.S, <br />� I <br />Mi <br />Z <br />Mom <br />we <br />j <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 />Z <br />J <br />8F16— B/1T <br />a� <br />�g <br />t <br />fo <br />`NOMINA QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />MATERIALS <br />cT-1' precast lintels - 3500 psi. <br />2. fc prestressed lintels - 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 30' 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. Rob 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 EBAR .(1)RETTOP <br />MIN. <br />(1) REQ'D <br />LEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />O <br />as <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />a" a <br />a <br />MIN. (1) REQ'D Q 1-1/2" CLEAR <br />D D <br />a ° a <br />< <br />GROUT <br />J 4 ° <br />A <br />O <br />REBAR AT <br />BOTTOM OF <br />m to F ° 4 C.M.U. <br />=— W ill <br />L 2 i % ' 4 - <br />w <br />LINTEL CAVITY <br />t11 O 0)9 <br />O �Xw <br />OTTOM <br />REINFORCING <br />L <br />< C) cr ^ > <br />5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />0 LL o <br />Td O g m � D 11,D #5 REBAR AT BOTTC <br />MINAL WIDTH <br />N � S �o AS INDICATED <br />(VARIES) <br />_ <br />t~A <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 cemenfibuos coating. See contractor specifications <br />4'-6" LL 4'-6" LL <br />O OF <br />6-10" LL <br />O <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />0 <br />0 <br />Z Cn <br />Z Z <br />Q <br />a <br />Z <br />to c� <br />4­0 cn <br />�o <br />"V — <br />OW <br />cn � <br />U <br />C" o <br />N <br />UuL$ <br />Q rn <br />d ci <br />I <br />• <br />D <br />N <br />Z z <br />W 3sC" a <br />LU <br />ELI. <br />:`IV <br />o .Q <br />JC <br />0 . i�N <br />Or <br />� <br />To the best of the Engines 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 />L E N NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />z< <br />n: <br />�Z <br />ff8 <br />try <br />M <br />� <br />�J� <br />T <br />z <br />33 <br />z <br />a <br />w <br />J <br />Z <br />R° <br />0 <br />Z <br />do <br />Z <br />aA <br />LL <br />Z <br />J <br />r-I <br />N <br />Z <br />Z <br />LU <br />`8 <br />'g <br />m <br />° <br />O <br />t <br />°' <br />Z <br />g <br />U <br />w <br />o <br />ul <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO- 4nO <br />SHEET NO. <br />8.0 <br />