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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 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 />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />o o O o <br />8R 1 -1B/iT 8RF14-OB11T 8F16-0B/1T 8F16-1B/1T <br />8F441B/1T8F40 113/1T 8RF400B11T 8F321B/1T <br />FORM & GROUT SDUD <br />•, <br />9 <br />r U <br />O <br />/5 BAR CONT. <br />8F12-1 B/1 <br />T <br />O O <br />O <br />8F20-0Bl1 T <br />"V" <br />LINTEL DETAIL <br />SCALE = N.T.S. <br />C <br />= E <br />• • • • <br />C C <br />= <br />= <br />■ <br />■ <br />E � <br />_ <br />E E <br />� <br />■ <br />■ <br />■ <br />■ <br />o <br />� <br />■ <br />i <br />• • <br />• • <br />• • <br />• • <br />• • <br />• • <br />V" <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16— <br />B/1T <br />t <br />tto <br />LNOMINA <br />L QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />cT-f c precasilrntels = 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. 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 .(1) RAT TOP ALTERNATE POWERS <br />IN. (1) REQ'D <br />CLE <br />O AR STEEL LINTEL <br />4 A <br />° .M.U. #5 REBAR AT TOP <br />e MIN. (1) REaD ° Q 1-1/2" CLEAR <br />4 <br />a <br />° <br />GROUT <br />D <br />4 <br />n J <br />Q <br />4 <br />5 REBAR AT <br />= N W <br />I - <br />4 <br />4 <br />BOTTOM OF <br />L 2 Z <br />2 <br />o <br />LINTEL CAVITY <br />W 0 CO <br />1` nn <br />-BOTTOM <br />o ir Li O Z <br />L <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />O LL t7 <br />O m <br />W q-q � <br />a p <br />7-5/8"ACTUAL <br />' NOMINAL WIDTH <br />(VARIES) <br />m m a m <br />o 0 <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 />tZ <br />00 <br />W <br />3 <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 planidetails for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementtiuos coating. See contractor specifications <br />4'-6" LL 4'-6" LL <br />O O <br />6-10" LL <br />O <br />LINTEL PLAN <br />SCALE: 14"=1'-0" <br />Z <br />o <br />Z <br />Z <br />Q <br />a <br />Z <br />N c� <br />W <br />OW <br />M <br />ram` <br />►y v <br />m N <br />W <br />N M <br />C4 <br />N <br />U <br />< <br />`00 <br />- W <br />f0 ti <br />� � <br />B DO <br />NN YC� <br />d <br />_ N 10 <br />� N <br />yy � rn o0 <br />Z WZ z <br />U) <br />LY10 <br />Ch ii I a <br />Z Q :a aQ <br />I <br />LL UA lle <br />ViIW .FDSENG.CCT <br />00 <br />rl i <br />e j i� ` <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 potions 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 />M <br />5 <br />W <br />za <br />e� 0 <br />U <br />zZ <br />� �W <br />1 9 T J <br />m <br />O&o <br />U <br />�U <br />Z <br />v <br />2 <br />J W <br />O <br />H <br />� <br />J <br />UZJ <br />Z <br />LU <br />L0 <br />W <br />0 <br />�z <br />a <br />� <br />a <br />$ <br />N <br />Z <br />E <br />m <br />oo <br />:5rn <br />= <br />�W <br />in <br />S <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAMES <br />VERSION NO" 4w0 <br />SHEET NO. <br />8.0 <br />