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02 <br />a`> <br />N <br />S <br />00 <br />CD <br />CD <br />?4 <br />a <br />00 <br />2 <br />0 <br />s <br />GENERAL INSTALLATION NOTES <br />1, Provide full mortar head and bed joints. <br />2. Shore filled lintels as required. <br />3. Installation of Ilntel 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 loa Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F321 B/1T <br />FORM dt GROUT SOLID <br />o �w <br />� J <br />O /5 13AR CONT. <br />8F12-1 B/1 T <br />n (Z"V LINTEL DETAIL <br />SCALE = N.T.S. <br />on <br />IIVIV <br />IF =FILLED <br />#S(1)REBAR <br />IN. <br />(i) REQ'D <br />ALTERNATE POWERS <br />WITH <br />GROUT S UNFILLED <br />R =RECESESSED <br />CLEAR <br />STEEL LINTEL <br />° <br />QTY. OF #5 <br />O <br />° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />rS <br />° ° <br />,M,U, <br />#5 REBAR AT TOP <br />a w <br />e° C <br />MIN. (1) REaD 4 1-1/2" CLEAR <br />Q � <br />-4 <br />" <br />8F16- B/1T <br />�. <br />z <br />° ° <br />GROUT <br />D <br />T <br />y ¢ a° 4 C.M.U. <br />NOMINAL, QUANTITY OF <br />a <br />5 REBAR AT <br />rn <br />= - rn w <br />WIDTH #5 REBAR AT <br />TOP <br />o <br />BOTTOM OF <br />LINTEL CAVITY <br />u�1 z F 4 - <br />t{I U O w 9 nn <br />NOMINAL-° <br />-BOTTOM <br />❑❑ it ci X � 1 Z6 A <br />HEIGHT <br />REINFORCING <br />Q ¢ 0M <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LL o w w <br />• b 3 D 6 D #5 REBAR AT BOTTC <br />8" NOMINAL WIDTH <br />LINTEL <br />, <br />y iY 2 QQ �, �o AS INDICATED <br />(VARIES) <br />a <br />MATERIALS <br />16 GAUGE POWERS <br />cTi' precasflintels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />1. Refer to manufacturer's specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />rotc <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />7/32 wire per ASTM A510. <br />3. If lintel Is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <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 />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 />applying the cementitiuos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />OF O <br />T-10" LL W-6" LL <br />O O <br />T-10" LL <br />O <br />17'-4" LL <br />O MIN. <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />Z c <br />Z <br />Q <br />a <br />Z <br />^Ln' c <br />"W cn <br />w <br />CD00 <br />p <br />OLU <br />(� <br />E <br />Vi ♦♦�`� <br />C) <br />0 0 <br />�M <br />L U <br />M <br />C r0 GM <br />N <br />O _o CD <br />_ <br />: § LL GOD <br />v <br />Q M <br />Axe <br />O <br />G�Z1. <br />y <br />U) H <br />= <br />w <br />o LL <br />To the best of the Engineer:stmowledge, infor,ms� ••kis and <br />belief, the structural plans and spa4figapb}��r�t�Ined <br />within these drawings comply with the 2617 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />Zr4 <br />� <br />0 � CD <br />>(nMp <br />M <br />Q 0 Ln <br />n. cn •L" � <br />a. n <br />Q� V a * I <br />00 <br />Q <br />E <br />Z fa <br />WJ <br />C) <br />B� <br />Z a <br />f G <br />F. <br />Y <br />UZOO <br />p�?OOU <br />Z w Z Q <br />Z Z <br />W <br />0�fH <br />U w <br />GOO <br />L <br />ZO <br />Z3 <br />� <br />o <br />v0 <br />_ <br />� <br />�f <br />o� <br />gLUU099 <br />r'j_z <br />J <br />9<o <br />Z <br />0 <br />Z <br />a u_ <br />J <br />ram-( <br />Lij <br />Lij�a�,$0 <br />H Z o <br />$~ <br />N <br />Q <br />Z <br />a) <br />N <br />Z <br />Z <br />�j11 <br />m <br />Uj <br />= <br />W <br />Z <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />8.0 <br />