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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 L1360 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 G1 •0 <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />817441611T8F401B/1T 8RF40OB/1T 81`321B/1T <br />FORM & GROUT SOLID <br />N <br />O <br />r W <br />� <br />� <br />�U <br />05 <br />BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />MR <br />0 <br />ON <br />I <br />,ill's. <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 />d <br />81_16— <br />B/1T <br />U <br />¢ <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />cif p ecastTr'ntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fig = 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. Rebar 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 />MIN. <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />e O n <br />C °C.M.U. <br />#5REBAR ATTOP <br />, <br />n ° d <br />° <br />GROUT <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />a <br />4 A <br />° <br />r J W <br />0)¢ S <br />� <br />C.M.U. <br />5 REBAR AT <br />= v~i w <br />° <br />BOTTOM OF <br />U) ? W <br />w W p <br />o <br />LINTEL CAVITY <br />Lu <br />x0 <br />OTTOM <br />0 d <br />M z <br />REINFORCING <br />a ¢ 0 6 9 <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />z W rn <br />¢ <br />Oa <br />#5 REBAR AT BOTTC <br />'NOMINAL WIDTH <br />(VARIES) <br />V) i6 ¢ t <br />AS INDICATED <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 />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR <br />SIMPSON MSTAM36 STRAPS EACH STUD ((1) <br />STRAPS EACH SIDE) CENTERED W/ (13) 10d <br />NAILS & (8)Y"x1 J" TAPCONS OR TITENS <br />*CENTER OF STRAP @ T/WALL TYP. U.N.O. <br />2x8 #2 SYP P.T. BASE PLATE <br />W/Y2' EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />_OILSEE PLAN <br />11zjdT/VVALL <br />161 <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = 1'-0" <br />0 O <br />5'-10" LL 13'-0" LL <br />O <br />8'-0" LL <br />O <br />4'-6" LL <br />(D <br />4'-6" LL <br />MJD <br />5-8" LL <br />MIN. E <br />17'-4" LL <br />LINTEL PLAN - ELEV-A <br />SCALE: Y4"=1'-0" <br />cv <br />c <br />N <br />U"3 <br />CV <br />ZE <br />O W <br />c� <br />c�a <br />co cz) <br />•N <br />.® CN .� <br />iA C= M <br />3 <br />•' � r_ c <br />v ax <br />c CM <br />,w <br />�rf. <br />jv� <br />ram• <br />A' N <br />., `0•- ti <br />O t", P <br />Spa l <br />1rQ <br />\®\ <br />ppS <br />To the best of the Engineer's knowledge, infonnetion and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Flodda 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 />W <br />v E <br />Lo�? <br />0 <br />o c o <br />4S L[) 'o N N CO <br />d3 y <br />Q <br />�r�N,o� LL <br />ai - <br />Co W <br />Co LL u- a <br />J W <br />Y <br />Z <br />— O d <br />c rn Co <br />L (0 C,_ <br />W <br />O <br /><A m w <br />Z <br />(ls?Y <br />N o d J <br />(N('i Z J <br />l Z <br />N <br />O c¢> <br />u �:•3- W <br />El <br />(D <br />IEEE <br />0 00 <br />z <br />z o <br />J <br />a � <br />QU) �. <br />^ t <br />v / <br />aj <br />N <br />M <br />II <br />U `o <br />IL <br />a--+ <br />C_�> <br />w m <br />U <br />o <br />N <br />,.0 <br />�N <br />.. <br />F— i4 <br />(a <br />U c <br />w <br />E <br />m l <br />O <br />N <br />I! <br />o <br />M <br />¢ <br />Z <br />Z <br />LL_=o <br />EE <br />p <br />E U <br />w=a <br />zo <br />ze <br />❑a <br />@'g <br />00 <br />oo <br />o f <br />�0 <br />oQ <br />- Z <br />i <br />Z <br />,� <br />C <br />m ) <br />¢o <br />=o <br />m� <br />o° <br />= <br />Qw <br /><° <br />�z <br />8 <br />co <br />go <br />a <br />C> <br />O <br />co <br />K < <br />'O <br />N W <br />= F <br />r- <br />WJ <br />c> <br />wQ <br />;o <br />az <br />v <br />0 <br />e <br />.N O <br />J <br />>M <br />Om <br />�' <br />co <br />co <br />� <br />M <br />^ <br />= N <br />C <br />O <br />0 <br />U) m <br />L0 <br />d' <br />L) CO <br />0 <br />O <br />0 <br />m <br />N <br />LO <br />N <br /><C <br />N <br />E M <br />00 <br />Cfl <br />o <br />Z <br />m <br />Z <br />� <br />E O <br />iri r <br />N <br />a <br />E <br />U ° <br />Q p <br />JOB NO: <br />23-00509 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />