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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 vertical (gravity and uplift) and horizontal (lateral) <br />loads should 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 />i <br />8F44 1B/1T8F40 1B/1T 8RF40OB11T 8F321B/1T <br />FORM dr GROUT SOLID <br />o <br />�U <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />`IEL DETAIL <br />SCALE = N.T.S. <br />E <br />e <br />e <br />I"lliliM On <br />0 <br />is <br />RIM <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 />a <br />w <br />8F 16— B/1 T <br />a <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINA <br />° <br />HEIGHT <br />MATERIALS <br />ci- p3EfifMels = 3500 psi. <br />2. fc prestressed rmtels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wd <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 />#S REBAR.(1)RE TTOP ALTERNATE POWERS <br />MIN. (1) REQ'D <br />�L� STEEL LINTEL <br />e <br />d .M.U. #5 REBAR AT TOP <br />a ` e MIN. (1) REQ'D �4 1-1/2" CLEAR <br />e <br />a n <br />n 4 <br />GROUT <br />D <br />< <br />J = <br />a L <br />A <br />S REBAR AT <br />= — fn j <br />C.MA <br />4 — <br />O <br />BOTTOM OF <br />a co z r <br />LINTEL CAVITY <br />W U rn N <br />w <br />` `Q `Q <br />—BOTTOM <br />0 X ci <br />" <br />REINFORCING <br />¢ CS <br />�ZZ <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />LL o ILL,n <br />¢ •- O 3:m <br />D D <br /><o <br />#5 REBAR AT E <br />40MINAL WIDTH <br />(VARIES) <br />t3 � ( 26 <br />o <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 <br />5'-10" LL <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6-6" LL <br />( MIN. <br />17'-4" LL <br />O <br />5'-10" LL <br />LINTEL PLANT <br />SCALE: 14 "=1'-0" <br />O <br />O <br />Z g <br />Z <br />Z <br />Q <br />a <br />Z0 <br />W <br />(DIM <br />�V - <br />0 W <br />W <br />~H <br />N <br />N M <br />C�OM <br />U <br />0�� <br />c o <br />Q <br />(n o. o <br />co <br />� <br />�Qo <br />E DO <br />N C� •,,�� <br />chi o <br />�iy CD <br />Z_ W �NZ �' z° <br />M <br />Eve,Q Rl <br />W LI: <br />�Z <br />V� <br />_ c $ a <br />OTC <br />A C �Ni W <br />V m — m <br />Z a M CP Q <br />U0 <br />r <br />W <br />t,�; � �Ef �❑r <br />WWW SEN M <br />_ f <br />((II !t1 <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. 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 />Z < <br />CCZSU <br />Z <br />W <br />0� <br />� W Z;l{l� <br />11 <br />U W Z <br />lrQZ�� <br />L <br />Q 2 <br />O <br />Q� <br />(� <br />Q <br />ui <br />LIJ <br />00 <br />Ce <br />Ce <br />LIJ <br />DC <br />9 Q <br />$�- <br />z <br />�1 <br />*-4 <br /><91� <br />a <br />J <br />Q <br />6i <br />Z <br />Z <br />Z <br />N <br />k <br />� <br />Z <br />tj8 <br />m <br />O <br />ck <br />:5_ <br />Z <br />T—i <br />0- <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 08/07/2019 <br />TECH: FM <br />VERSION NO" 4n0 <br />SHEET NO. <br />8.0 <br />