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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 shoud be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load �� • 0 <br />Safe verticalloci Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />[k <br />E <br />M __V_J__ M_ <br />8F44 1 B/ 1 T 8F40 1 B/ 1 T 8RF40OB/1T 8F321B/1T <br />FORM dt GROUT SOLID <br />' J <br />#5 BAR CONT. <br />8F12-1 B/1 T <br />0 <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />€ <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />W <br />8 <br />F 16— <br />B/ 1 T <br />a <br />Lh Z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c pr"i�' �Tecas intels = 3500 psi. <br />2, fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 30DO psi wl <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMk) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270low relaxation. <br />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5REBAR <br />MIN. <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />0 <br />a <br />a <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />° • ° <br />GROUT <br />MIN. (1) REQ'D <br />° Q 1-1/2" CLEAR <br />D D <br />° <br />° <br />�o <br />Q 4 <br />REBAR AT <br />= S2S2 y w <br />BOTTOM OF <br />a.a. Z w <br />y y <br />a <br />LINTELCAVITY <br />U <br />\ n `A <br />OTTOM <br />DIrUOZ <br />` <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />< a C7 <br />Z O W N <br />¢ •' a 31 � <br />y 9 it R n <br />D /� D <br />1 #5 REBAR AT BOTTC <br />Q° �, Q° AS INDICATED <br />T5/8"ACTUAL <br />NOMINAL WIDTH <br />(VARIES) <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 cementttiuos coating. See contractor specifications <br />4'-6" LL 4'-6" LL <br />OF <br />5'-10" LL <br />O <br />LINTEL PLAN <br />SCALE: Y4'=V-0" <br />O <br />Cal <br />0 <br />0 <br />U 2 <br />Z N <br />Z <br />Z Q <br />v <br />(D <br />o <br />�N <br />LU <br />U <br />Owe <br />Ln c <br />U CO <br />F E <br />'® W <br />S <br />U <br />C 1 <br />Offit <br />• <br />Q rn $ <br />N O <br />— N <br />10 <br />> , <br />o <br />Z, W <br />`•` a <br />ti <br />• �` /I(� oCal <br />� V� •T <br />`.• . <br />' •• <br />ElN(Ettt1F�1 <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 />o <br />co <br />M <br />z� <br />o <br />w <br />7d <br />Q <br />� <br />E <br />io <br />w <br />>rn <br />__® <br />Z <br />� 8 <br />(O <br />C <br />L7 <br />cl <br />� <br /><0 <br />Kr <br />oa <br />00 <br />0M <br />0� <br />r� <br />z <br />mZ � <br />N C <br />15 <br />VJ J <br />�jY <br />4b <br />ZLL <br />QW <br />�z <br />$� <br />o <br />Z. <br />gLL <br />co <br />CO <br />ow <br />>x <br />�E <br />za <br />03 <br />C O <br />O <br />nL <br />W <br />,! <br />CM <br />X <br />00 <br />N <br />�-. <br />(L) <br />> <br />O <br />Q <br />C o <br />N <br />CL <br />m ca <br />v <br />r <br />c <br />O <br />� <br />_ <br />T <br />I M 04 N <br />L O <br />E <br />M <br />CM 0) <br />M N <br />N y <br />0 <br />C <br />A <br />E O <br />v 1 a o 1 <br />_J <br />JOB <br />NO : 19-5339 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />