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0 0 <br />8F8-1 B/1 T <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 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, 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 T <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />:ill', <br />O O <br />8F8-0B/1T 8RF6-0B/1T <br />© O O O O O uico <br />O <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />8F20-OB/1T <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />FORM &GROUT SOLIO <br />J <br />—U <br />0 #5 BAR CONT. <br />8F12-1 B/1 T <br />u O <br />"V LINTEL DETAIL <br />SCALE = N.T.S. <br />�I <br />I <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 />8 F 16— B/ 1 T <br />a <br />z <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL— <br />° <br />HEIGHT <br />MATERIALS <br />c-1—f precaWriintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 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. Rebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5REBAR <br />MIN. <br />(1) RECIQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />4 <br />e O e <br />G <br />.M.U. <br />#5 REBAR AT TOP <br />e� a <br />0 <br />GROUT <br />MIN. (1) REQ'D- <br />1-1/2"CLEAR <br />e e <br />a <br />c <br />n J <br />e <br />cn L F m <br />C.M.U. <br />5 REBAR AT <br />= - U)u j <br />O <br />BOTTOM OF <br />a � ? ED <br />Or <br />LINTEL CAVITY <br />w U U) <br />w <br />-BOTTOM <br />Lmu U O z <br />REINFORCING <br />PROVIDED IN <br />mQ a C7 ^ <br />- 0 w m <br />7-5/8"ACTUAL <br />JOMINA�LINTEL <br />¢ -' No <br />5 REBAR AT BOTTON <br />(VARIES) <br />W � cur,a <br />AS INDICATED <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 />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 N ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />O <br />5-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=V-0" <br />+coo <br />UJ <br />� <br />7;W W <br />i <br />p <br />c� o <br />Q <br />y <br />c cc w C.4 <br />'p CO sc <br />%s C3- <br />.-% <br />C= <br />N 67 O {U <br />CV � <br />w � <br />4 <br />d U <br />M <br />N <br />O <br />N <br />c0 <br />C14 <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 <br />Florida Building Code - <br />Residential 7th 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 />N <br />W <br />Q <br />v E <br />0 <br />m � <br />0 <br />0 <br />N W m (0n <br />10 <br />Co <br />Z <br />l� <br />IQ <br />V <br />N co V LL <br />C J LL w <br />LL LL LL <br />w <br />z <br />_ <br />v� <br />m c 0,113 <br />U o� m uw <br />Z <br />ILW <br />Co_d.� <br />NZ d <br />CO <br />Z <br />O U U <br />W <br />N M <br />0 <br />N <br />z iz <br />Q <br />N <br />N <br />c� <br />ca <br />c <br />0 <br />CD lL <br />4-1 <br />cn <br />w <br />p �_ <br />Uca <br />0, <br />O <br />N <br />Lu o <br />c <br />i1CG <br />�N <br />� <br />c <br />W J <br />F- - E <br />m 8 <br />t <br />9 <br />z <br />U o � <br />ts, <br />14 <br />� <br />J <br />Z <br />w <br />Z <br />Q <br />LL <br />cE E <br />E Sco <br />zo <br />zo <br />❑d <br />F rt3 <br />00 <br />b E <br />co <br />F <br />0O , <br />Z <br />ro <br />(V F <br />QZ <br />o <br />¢o <br />W <br />N <br />�¢ <br />m0 <br />o� <br />Z <br />Fn—J <br />wm <br />d <br />¢w <br />< z <br />Q <br />U <br />Cn <br />o <br />Q <br />a � <br />W <br />m <br />Z <br />r <br />�o <br />oLL <br />z <br />�3 <br />o <br />w� <br />;o <br />10 <br />r <br />J <br />>� <br />LA <br />/ <br />QLO <br />0 <br />LO <br />O <br />J O <br />Y <br />U <br />U) o <br />CN <br />a� <br />L <br />LO <br />r+_J <br />co <br />QI <br />cn co <br />C� <br />2 CD <br />(0 <br />LO <br />Q <br />dam' <br />r <br />di to d- <br />r <br />E <br />c <br />co <br />f0 <br />Z <br />O <br />N <br />Nca <br />E <br />ca <br />0- <br />0 <br />Q 0 <br />� <br />JOB <br />NO: <br />23-04657 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />