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rn <br />3 <br />v <br />2 <br />OD <br />u7 <br />0 <br />0 <br />u7 <br />Ln <br />v <br />v <br />to <br />all <br />J <br />r\ <br />0 <br />0 <br />I <br />N <br />s <br />rr <br />m <br />00 <br />M <br />ui <br />L <br />t� <br />0 <br />a <br />0 <br />J <br />N <br />O <br />0 <br />I <br />rr� <br />u-� <br />lCi <br />0 <br />7 <br />v <br />0 <br />�Qo <br />Q <br />C <br />C <br />i <br />Q <br />N <br />N <br />.- <br />n. <br />E <br />F2 <br />E <br />0 <br />0 <br />J <br />N <br />r7 <br />U <br />0 <br />�o <br />a <br />0 0 <br />0 <br />U <br />J <br />N <br />LZ <br />N <br />N <br />N <br />v <br />0 <br />0 <br />a <br />r�7 <br />N <br />0 <br />N <br />0 <br />a <br />m <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 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 />g, 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 �� . 0 <br />Safe vertical load + Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />0 <br />8F8-1B/1T 81`8-06/1T SRF6-OB/1T <br />O © © 0 O 01 0 <br />8RF14-16/1T 8RF14-0B/1T <br />0 W <br />8 F44 1 B/ 1 T 8 F40 16/1 T 8RF40OB/1T 8F321B/1T <br />(A <br />0 0 <br />0 0 <br />8F16-0B/1T <br />8F16-1B/1T <br />: ''• <br />O <br />O <br />O O <br />8F20-0B/1 T <br />FORM & GROUT SOLID <br />o �w <br />' LU <br />0 #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />Im <br />E IN <br />E <br />TYPE DESIGNATION <br />F =FILLED WITH <br />#S <br />MIN.. <br />(1)RE AT TOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />GROUT/ U = UNFILLED <br />R RECESSED <br />CLEAR <br />STEEL LINTEL <br />d e <br />QTY. OF #5 <br />OQ <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />G ° <br />M.U. <br />#5 REBAR AT TOP <br />U1 <br />G° , <br />MIN. (1)REO'D <br />1-1/2"CLEAR <br />8 F 16- B/ 1 T <br />a <br />z <br />° <br />G ° <br />� <br />L6 <br />Z <br />GROUT <br />tNOMINA <br />L QUANTITY OF <br />4 <br />5 REBAR AT <br />CO Ln ~ <br />x��w <br />C.M.U. <br />WIDTH #5 REBAR AT <br />° 0 <br />BOTTOM OF <br />iL vt Z <br />w <br />TOP <br />o <br />LINTEL CAVITY <br />w 0 <br />NOMINA <br />--BOTTOM <br />o Ir t; o <br />HEIGHT <br />REINFORCING <br />4 4 (7 0 Z <br />7-5/8"ACTUAL <br />PROVIDED IN <br />z u O w ui <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ _' b 3: No <br />5 REBAR AT BOTTC <br />(VARIES) <br />o) Lo Cr a <br />AS INDICATED <br />MATERIALS <br />16 GAUGE POWERS <br />c precast intels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM Cgat a = 3" to psi slump. <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />1. Refer to manufacturer's specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />7/32 wire per ASTM A510. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <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 />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 />applying the cementitiuos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />2x8 #2 SPF STUDS @ 16" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAPS EACH <br />STUD ((1) STRAPS EACH SIDE) <br />CENTERED W/ (13) 10d NAILS & (8) Y" <br />TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ %" EPDXY ANCHOR OR Y" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.G. & 6" FROM EACH END <br />UCTURAL SHEATHING <br />ACHED PER NAILING <br />IEDULE <br />E PLAN <br />VALL <br />NOCKOUT COURSE <br />1) #5 CONT. <br />PLAN FOR FILLED CELL <br />CING <br />WALL SPLICE DETAIL <br />SCALE: 1" = 1'-0" <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 />O <br />4'-6" LL <br />O MIN. <br />17'-4" LL <br />Y-8" LL <br />LINTEL PLAN - ELEV-Bl <br />SCALE: %4=V-0" <br />c-� <br />CNJ <br />r� <br />SW <br />�.0 <br />CkZ <br />rx <br />ra <br />CL <br />W <br />gm <br />rLU <br />0 <br />a <br />YR <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />N <br />Wm <br />E <br />m <br />® <br />0 <br />N N o <br />o c co <br />,. N <br />N <br />)r- # <br />� J <br />Vi <br />4 <br />N 0 <br />M V' u <br />C J LL w <br />J w <br />o <br />Z <br />-Fa � <br />29 o <br />C <br />ogr` 0 <br />W <br />r °_' <br />MW <br />Z <br />Co N Z d <br />0 <br />N O U U o <br />W <br />pp <br />z N [+J <br />O �O <br />z CID <br />z � � <br />Q <br />J <br />d � <br />M <br />N <br />z <br />c <br />�-) <br />0 <br />W <br />p a <br />V <br />O <br />W S <br />L4r) <br />c <br />�N <br />F- <br />U � <br />c <br />�- - E <br />mI <br />Z L y <br />C W <br />to, <br />N <br />14 <br />O <br />J <br />K <br />W <br />CID <br />M <br />y � <br />Q <br />zzZ <br />Q <br />W <br />o <br />z o <br />0 <br />ZZi <br />6 N <br />±s <br />U <br />= <br />z e <br />oCo a <br />!'- ro <br />SOU <br />00 <br />Q G <br />G <br />4 <br />0, <br /><o <br />ww <br />A� <br />m� <br />0, <br />m <br />-' <br />mo <br /><� <br />aw <br />�Z <br />a0 <br />VJ <br />oQ <br />LL <br />¢o <br />y F <br />=� <br />m <br />F <br />C9� <br />M <br />V <br />W <br />ol¢T� <br />'0 <br />3 <br />0 CCD <br />= <br />i <br />> CO <br />�/ <br />L.L <br />LO <br />LO <br />ii <br />Q <br />M <br />�-- <br />I Lid <br />Q <br />:3 <br />LO <br />�-- <br />CS <br />r <br />W <br />Y1" <br />U <br />'1" <br />^ ' <br />`v <br />Q <br />m <br />2 <br />,O <br />#+ <br />W <br />L <br />0 <br />fn co <br />I.n <br />o o <br />O <br />00 <br />LL <br />O <br />N <br />LO <br />coQ <br />� <br />�- <br />(o T <br />M <br />E <br />cc <br />z <br />Z <br />E <br />E Q <br />a) <br />y <br />m` <br />E <br />o <br />a ai <br />CD <br />d <br />U _ <br />Q p <br />.J <br />JOB <br />NO: <br />23-00527 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />