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 L/360 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.20-0630.16 and 20-0630.15. <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 />8F44 1B/1T8F401B/1T 8RF400B/1T 81`321B/1T <br />® © ® 8 <br />FORM & GROUT SOLID <br />Q tN W <br />U <br />0 #5 BAR COW. <br />8F12-1B/1T <br />N" LINTEL DETAIL <br />SCALE = N.T.S. <br />6 <br />FMIMI <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 />8 F 16- B/ 1 T <br />'r' <br />Z <br />T <br />tNOMINAL t QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />MATERIALS <br />cTf° precast lintels = 3500 psi. <br />2. f'c 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 />#5REBAR <br />.(1)RETTOP ALTERNATE POWERS <br />MIN. (1) REQ'D <br />CLEAR STEEL LINTEL <br />d C <br />° .M.U. #5 REBAR AT TOP <br />44 d MIN. (1) RECI'D ° Q 1-1/2" CLEAR <br />a <br />d d <br />° <br />GROUT <br />D <br />e <br />U) to <br />C.M.t <br />dO <br />5 REBAR AT <br />l¢- <br />U) cn w <br />_ <br />a <br />BOTTOM OF <br />1, 0zW <br />O�uJV0w <br />LINTEL CAVITY <br />O <br />\ Q L= t L1 <br />-BOTTOM <br />o� U z <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />o � C7 J <br />Z- W n <br />¢ ' O <br />D D <br />�o �, % <br />#5 REBAR AT E <br />AS INDICATED <br />7-5/8"ACTUAL <br />VOMINAL WIDTH <br />(VARIES) <br />CO Lo Ir d <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 />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 />LINTEL PLAN NOTES: <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />OF O <br />4'-6" LL 4'_6° LL <br />O <br />5`-10" LL <br />LINTEL PLAN - ELEV-Bl_ <br />SCALE: %4"=1 r-0" <br />l <br />0 <br />m <br />N <br />O <br />1`t,3E69lt!l9fit <br />1.E KCy��',� <br />;! • `�i .., <br />•Q Jam, <br />O t <br />.o <br />s+ <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 2020 Florida <br />Building Code <br />- <br />Residential 7th Edition. Engineer's <br />signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />0 <br />r` <br />d E co <br />� M N_ W � <br />3 <br />N <br />C? <br />} 0 <br />0_ <br />.7 to .0 3t Lu W <br />Ni <br />(n r t` � J W a. <br />r- <br />N M V <br />Z <br />N fn <br />cou-LL a- W 3: <br />Y <br />_ p"' <br />OR 3:w <br />r m <br />o 0 <br />_ W <br />W <br />Z <br />IL <br />a <br />N MZ ELo0 <br />0 <br />:, 0 <br />CD V <br />N 0 <br />o 0 <br />� <br />aN <br />� o <br />Q <br />13 <br />U <br />N <br />M <br />nV)1 <br />o <br />0 <br />W <br />�10 <br />_o <br />wLLj <br />� <br />U <br />O <br />w o <br />N <br />°3 <br />C.) <br />iLJ j <br />o- - E <br />s <br />d <br />z <br />S w � <br />N <br />Q N m <br />o <br />aZ <br />w <br />M <br />o <br />g <br />LPL <br />Q E <br />E O <br />Z� <br />00 <br />Y" <br />QN <br />Z Q <br />CO <br />I--' B <br />�o <br />¢ <br />a <br />oo <br />o <br />O <br />N a <br />o <br />d Z <br />i <br />¢o <br />mo <br />O <br />_ c <br />2 <br />o ' <br />z <br />}Q <br /><I% <br />J <br />¢ ° <br />W <br />z <br />N <br />N <br />o <br />z <br />go <br />a <br />gas <br />Q � <br />LL <br />cn <br />o <br />w <br />>� <br />�t <br />¢ <br />zIa <br />0 3 <br />�O <br />0 <br />= <br />Lo <br />O <br />iu <br />O <br />0 <br />L <br />� <br />0 <br />07 <br />U <br />d' <br />N <br />Q <br />Y <br />> <br />O <br />O <br />� <br />o <br />= m <br />o <br />T <br />to r <br />= N <br />r <br />T <br />I <br />N <br />r <br />a) <br />N <br />N <br />0 <br />co <br />Z <br />O <br />a)c <br />cc a <br />U � <br />Q p <br />JOB <br />NO: <br />21-2030 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />