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,a <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 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 / . O <br />Safe vertical load Safe horizontal load -\ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />FY <br />o 01 <br />0 0 0 0 <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />O© © O O o O •.�: <br />O O O O <br />8RF14-1B/1T8RF14-0B/1T 81`16-013/1T 8F16-1B/1T <br />8F441B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T <br />FORM dt GROUT SOLID <br />O <br />r W <br />J <br />U <br />O <br />#5 BAR CONT. <br />8F12-1 B/1T <br />O O <br />O <br />8F20-0B/1 T <br />® <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />r r vEDWI VF11 rvry <br />F = FILLED WITH <br />#5REBAR <br />IN. <br />ATTOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />GROUT /U=UNFILLED <br />a <br />= <br />R RECESSED <br />CLEAR <br />STEEL LINTEL <br />QTY. OF #5 <br />O <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />a ' <br />M.U. <br />#5 REBAR AT TOP <br />° Q <br />Q <br />w <br />° ` ° <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />8F16- B/1 T <br />° <br />° <br />D <br />� <br />r <br />z <br />� <br />, <br />GROUT <br />^ O= <br />Q Q <br />NOMINA QUANTITY OF <br />° <br />5 REBAR AT <br />_3 <br />rQ- 0 <br />= - v, w <br />° 4 <br />C.M.U. <br />- <br />WIDTH #5 REBAR AT <br />a O <br />BOTTOM OF <br />a U) Z Lu <br />TOP <br />o <br />LINTEL CAVITY <br />wp V 0 <br />n <br />NOMINAL-OTfOM <br />o 2-,U o <br />U <br />HEIGHT <br />REINFORCING <br />a ¢ ci � <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z LL 0 W n <br />D D <br />8" NOMINAL WIDTH <br />LINTEL <br />4 - O 3:cNq <br />�° �, �° <br />#5 REBAR AT BOTTO <br />AS INDICATED <br />(VARIES) <br />U) in M a. <br />MATERIALS <br />cif precast lintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <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 manufacturer's specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturer's 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 O <br />4'-6" LL 4'-6" LL <br />O <br />6-10" LL <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />a <br />of <br />0 <br />0 <br />M <br />z N � <br />z <br />ffa <br />M <br />d N <br />M <br />^ Z V <br />(✓ I C <br />vLLpp <br />4--1 <br />T Vi Y <br />v � �o <br />Ow , <br />DUO C EE <br />vN 0. <br />TS O <br />Co <br />1- ME <br />O $ <br />.jj <br />=LU <br />= ai <br />C) <br />z <br />m <br />Q CD U <br />sm <br />N �D <br />N <br />h N <br />O00 <br />(�/� M 32 <br />Z W2 <br />U) <br />r yLLo'0Uy ew' <br />W mt�Pl!llatJ a <br />Z`e o <br />,` �� N <br />_ <br />LLr0+U <br />••� <br />i F[1.. .4 <br />ARO"Ss,�� <br />To the best of the Engineer's 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 />O <br />Mi <br />w <br />ZZZ <br />C7 <br />(J <br />O <br />ZW <br />Q <br />F <br />}� <br />0® <br />Q- <br />E U <br />W Z <br />M 0 <br />oa <br />u o <br />­ E <br />O <br />O<Z <br />a 8 <br />az <br />�a <br />K Q <br />ww <br />N t <br />J <br />o <br />P <br />mo <br />U <br />z <br />OZ <br />Z <br />a) <br />fMW3 <br />! <br />< m <br />Z Z <br />go <br />W <br />Q <br />U <br />oa <br />w <br />Nw <br />Z <br />aLL=� <br />0 <br />J <br />S <br />Y <br />w~ <br />ao <br />zla <br />o 3 <br />0 <br />.N O <br />d' <br />^L1 <br />W <br />CM <br />O <br />.1 <br />4.1 Q) <br />T <br />�T,E, <br />V <br />T_ <br />J o <br />L() <br />T <br />2coN <br />r <br />ai <br />m <br />T <br />T CM N <br />h <br />o <br />Z <br />z <br />E O N <br />E 42) <br />m <br />g <br />t]- <br />U J Q (] <br />J <br />JOB <br />NO: 19-5907 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />