Laserfiche WebLink
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 />it. 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 />8F44113/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />® © (M8 <br />Kamm <br />mvwm <br />FORM & GROUT SOUO <br />' J <br />U <br />.07 <br />##5 BAR CONT. <br />8F12-1B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />I YI-'t UtJIUNA I IUN <br />#5 REBAR <br />MIN.(1)REO'D <br />AT TOP <br />ALTERNATE POWERS <br />F=FILLED WITH <br />GROUT /U=UNFILLED <br />R = RECESSED <br />-EA <br />LEAK <br />STEEL LINTEL <br />aAJ <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />a <br />,M.U, <br />#5 REBAR AT TOP <br />W <br />a` a <br />MIN. (1) REO'D 4 <br />1-1/2"CLEAR <br />8F 16 B/1 T <br />e° <br />.Q <br />< <br />% <br />'a <br />GROUTto <br />D <br />tNOMINAL,#5 <br />e <br />Q <br />y tr d <br />C.M.U. <br />QUANTITY O <br />n <br />5 REBAR AT <br />= — tq w <br />REBAR ATF <br />WIDTH <br />BOTTOM OF <br />a rn ? w <br />woo ; d <br />TOP <br />LINTEL CAVITY <br />NOMINAL-° <br />-BOTTOM <br />o ir $ � <br />Z <br />HEIGHT <br />REINFORCING <br />¢ C ¢ <br />7-5I8"ACTUAL <br />PROVIDED IN <br />Z LL o w m D p <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ O 3 m 7 <br />vi ¢ R <o <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />u�i i° <br />MATERIALS <br />c-T -P preca f ntels = 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 lost. <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 manutact Tees 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 cemerMuos coating. See contractor specifications <br />OF O <br />4'-6" LL 4'-6" LL <br />O <br />6-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: Y4"=1'-0" <br />�r— <br />0 <br />r <br />AO\\\\1ji96t�lPFEII <br />� <br />aE • ." <br />tJS <br />•�� <br />_Qd <br />C <br />o�a <br />x <br />• <br />F L. <br />41F <br />r'ij^ ROFESc,1O 4 <br />ilitoti tt <br />To the best of the Engines knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />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 seat. <br />to <br />F• <br />Q <br />8 N_ t0 Cnp <br />pO co N <br />C' N N C <br />J <br />m LL- <br />di <br />E=- <br />7 LL N <br />U Lu <br />LL <br />'6 fM <br />ai sm <br />W ' <br />n' d � <br />Z <br />�cn°' <br />o <br />O=cZ <br />ms <br />W <br />�E°O' <br />pm <br />a <br />= <br />'1'ac)NLL <br />Q0 <br />V O J <br />W� <br />� <br />❑oo <br />U 2 U) <br />z <br />Z <br />Z � <br />J MM <br />(L O <br />N^ <br />Z .1■ <br />W <br />(D LL <br />LAJ <br />O <br />C) <br />L. <br />JAML <br />V) <br />V) <br />I <br />~ <br />U Co <br />W <br />129 <br />\ <br />_ <br />�Q0 <br />Cl) <br />M <br />W <br />Z� <br />E <br />ag <br />=a <br />Q <br />E <br />zo <br />oa <br />N <br />I� n7 <br />�o <br />XU <br />Up <br />pU <br />OE <br />O <br />L <br />}aFZ <br />o <br />z <br />�6 <br />z <br />aZ <br />W <br />ram.• <br />r0 <br />C <br />C <br />o <br />m 0 <br />O <br />LL <br />Z <br />N J <br />3 <br />b <br /><w <br />o <br />W <br />CL <br />8� <br />LL <br />�a� <br />a <br />mw <br />U <br />z g <br />�G <br />O2 <br />O <br />'° <br />1 <br />r <br />�O <br />a= <br />co <br />� <br />za <br />0t <br />� 3 <br />0 Cie) <br />= <br />L <br />� <br />0 <br />00 <br />.> <br />LO <br />Q <br />C <br />s <br />CO <br />0 O <br />Oi <br />N <br />O <br />LO <br />r <br />I 00 <br />N N <br />r <br />ui <br />LO <br />T <br />M \ <br />iri M <br />c <br />Z <br />M <br />Z <br />E O <br />d <br />M <br />a <br />U _J <br />Q 0 <br />c <br />° <br />JOB <br />NO: <br />20-1786 <br />SCALE : <br />AS NOTED <br />SHEET N0. <br />8 <br />