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. LI-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 L/360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed L/180. <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />7, 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />8, Gast -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 <1 .0 <br />a e vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F441B/1T8F401B/1T 8RF40OB/1T 81`321B/1T <br />FORM & GROUT SOLID <br />?: <br />CV Q <br />o �W <br />�"�_#5 BAR CONT. <br />8F12--11\fB/1T <br />(/ <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />6 <br />MEMO <br />'no <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />w <br />_ <br />8F 16— B/1 T <br />a <br />o <br />tNOMINAL.QUANTITYOF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL— <br />° <br />HEIGHT <br />MATERIALS <br />cTt p precast lintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <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 />#5REBAR <br />IN. <br />P REC'D <br />(1) REQ <br />1/2 <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />4 d <br />° <br />d d <br />d <br />.M.U. <br />#5 REBAR AT TOP <br />77 <br />° 4 <br />° <br />D <br />d° d <br />° <br />GROUT <br />MIN. (1) REC10 <br />1-1/2" CLEAR <br />d <br />G <br />° <br />Q <br />Q <br />Ld <br />J <br />U <br />° Q <br />C.M.U. <br />5 REBAR AT <br />— h-- <br />= — U i j <br />_ <br />d <br />° <br />BOTTOM OF <br />a cUn w <br />w 0 <br />LINTEL CAVITY <br />w U) <br />O <br />/n` L <br />—BOTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />o ci z <br />< ¢ C7 on <br />Z '— o w n <br />H O 0 <br />60 <br />` <br />_ <br />D Q/� D <br />a • a <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />7-5/8"ACTUAL <br />JOMINAL WIDTH <br />(VARIES) <br />U m � 0- <br />° o <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 />0 <br />0 <br />0 <br />Cn <br />0 <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 />5-10" LL <br />LINTEL PLAN — ELEV—Al <br />SCALE: %4"=1'-0" <br />Y <br />�4OL9,. " <br />op <br />,� 'A'�Sy Cii 84F1A�SA���'e <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 <br />Florida Building Code - <br />Resident al 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0 <br />W <br />Q <br />c�pp <br />O O U N N R <br />I+ <br />pV <br />y <br />CO <br />r m LL <br />5 ) J W <br />'O <br />LL J d <br />(� LL <br />- <br />103_J <br />QjMM W N <br />J LLLL a o- W <br />rm't 0= <br />IR <br />W <br />o a m 0 <br />rrn Q <br />Z <br />IIL <br />r02:EFE <br />a <br />M <br />U 0 <br />W00N< <br />❑�❑ <br />FTZ <br />V M cLo <br />- <br />z N M <br />0 <br />CD <br />Z o Q <br />'Q <br />J — <br />M <br />Z <br />0 o <br />W <br />�N <br />LL <br />w m <br />� <br />U <br />0 <br />w <br />VIOL <br />U c <br />W J <br />i— — E <br />m $ <br />oI••.. ... <br />I <br />III <br />_ L <br />r � <br />U o <br />fti � Y <br />Q <br />m <br />N <br />I� <br />r� <br />C <br />W <br />co <br />O <br />z <br />LL_ c6 C c <br />C) <br />E <br />zo O <br />�o <br />of <br />g <br />>N <br />¢ <br />z® <br />oa <br />V <br />No <br />0 <br />0. <br />E <br />X U <br />O ¢ <br />cr <br />?oI— <br />O < <br />O <br />Z4: <br />N <br />.o <br />o <br />¢ <br />a= <br />�Z <br />L <br />rp <br />0 <br />m 0 <br />o <br />Z3 <br />_ <br />z 3 <br />0� <br />10� <br />go <br />a <br />Ww <br />o <br />M� <br />QO <br />�Z <br />Q <br />; 0 <br />CO <br />�t <br />z1 <br />¢ <br />a <br />o� <br />U 3 <br />. <br />�NCU <br />_I <br />m <br />W <br />• <br />c <br />O*) <br />IN <br />.-. <br />O <br />U <br />Cfl <br />m <br />� <br />T <br />O <br />CN <br />T_ <br />i <br />N <br />N <br />r <br />T <br />ai <br />z <br />w <br />CV <br />M ` <br />N rn <br />d <br />Z <br />E Oto <br />ca <br />CL <br />U � <br />Q p <br />JOB <br />NO: <br />20-6581 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />