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�L.kL11A1L=LJJ1 L_.LL,,Ld[ 'llJuiQ"iA 51w .ii:,il ,,L_+.'.A_ __ <br />s <br />►rI <br />b <br />m <br />r- <br />N <br />> <br />c <br />v <br />:s <br />4 <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 />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 / . O <br />Safe vertical load Safe horizontal load -` <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F8-1B/1T 8F8-0B/1T 8RF6-08/1Tul-, <br />' <br />AO © © O O OO •,• <br />O O 1 O O <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />• -�•- © © © © O O <br />Ff.8F20-0B/1 T <br />8 F44 1 B/ 1 T 8F40 1 B/ 1 T 8RF40OB/1T 8F321B/1T <br />FORM dr GROUT SOLID <br />o W <br />O 1. #5 BAR CONT. <br />8F12-1 B/1 T <br />0 <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />€ <br />Cm <br />F <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />w <br />8 F 16- <br />B/ 1 T <br />g <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cT t p casf'intels = 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 wl <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 />#5.(1)RETTOP ALTERNATE POWERS <br />MIN. (1) REQ'D <br />° d CLEAR STEEL LINTEL <br />d O <br />d <br />° .M.U. #5 REBAR AT TOP <br />44 d MIN. (1) REaD ° 4 1-1/2" CLEAR <br />a „ <br />a <br />d <br />° <br />GROUT <br />D <br />< <br />T <br />f\ -J r <br />Q <br />u <br />to rn ¢ <br />° 4 <br />C.M.U. <br />d <br />-45 REBAR AT <br />= - to L j <br />a <br />BOTTOM OF <br />Z w <br />LINTEL CAVITY <br />U <br />/n, `L <br />-BOTTOM <br />o ci O <br />`_ <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />a t7 <br />Z- o w ,r, <br />¢ Cf 3 <br />§ Lu <br />R <br />D D <br /><1 <br />Q° <br />REBAR AT B( <br />AS INDICATED <br />7-5/8 ACTUAL <br />'NOMINAL WIDTH <br />(VARIES) <br />W ¢ s <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 />;2 1 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />USP MSTAM36 STRAPS EACH STUD <br />c� <br />a <br />((1) STRAPS EACH SIDE) CENTERED <br />W/ (13) 10d NAILS & (8)Y4" TITENS <br />0O <br />OR <br />0 <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS ((2) <br />E <br />Fo <br />STRAPS EACH SIDE) <br />0 <br />2x8 #2 SYP P.T. BASE PLATE <br />o <br />W/ Y2" EPDXY ANCHOR OR Y" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <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 manufacturers specifications for Installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturers 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 />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 />CI NG <br />3-1 �� WALL SPLICE DETAIL <br />Q f SCALE: 1" = 1'-0" <br />h <br />5'-10" LL <br />O <br />5'-8" LL <br />O <br />Y <br />1 <br />.r <br />f. <br />5'-8" LL <br />O <br />17'-4" LL <br />MIN. <br />E <br />5'-8" LL <br />O <br />LINTEL PLAN <br />SCALE: Y4"=1'-0" <br />U V <br />Z o <br />Z <br />Z <br />Q <br />d <br />Z <br />N U <br />Cl <br />4-J w <br />U - <br />Ow <br />VL'I, <br />_ <br />Ru <br />E <br />U <br />w <br />~ <br />m N <br />c•) <br />l0 M <br />U <br />C N <br />O <br />`s o <br />ro �. <br />tm <br />N D <br />Q� <br />O VG N <br />00 <br />Lu <br />Z z° <br />fi <br />LY N� m <br />L✓V <br />¢rnrn- <br />.w O O o <br />� 'o W <br />W 44 totii1 <br />LLV <br />W.FD9EN C014. <br />f'tJSE ••V0 <br />P <br />; U 44 <br />a <br />FL <br />•/1117� ROFESSIO�r` <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Resklents] 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />W <br />Z Q <br />a <br />a MO <br />o� U <br />Z u <br />o�EN <br />Uu,i ice® <br />�\ <br />g ll�z� <br />W <br />a <br />Q� <br />a <br />Z <br />o <br />J <br />- <br />W <br />= <br />. <br />.R 0 <br />I <br />LU <br />196 <br />60N <br />Ln <br />LU <br />:Z$Jars <br />szmn <br />N <br />agz W ce. <br />a <br />� <br />Z <br />W <br />Ln <br />.. <br />a 0lz <br />E i3 <br />W <br />X <br />U <br />M <br />Z <br />Z <br />tj8 <br />�v Z <br />coV <br />O <br />0o <br />Z <br />5 <br />= <br />f <br />On <br />T-4 <br />0- <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />8.0 <br />