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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 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 vertical (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 G 1 •O <br />Sae vertical Ioad Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F40 1B/1T 8RF40OB/1T 8F321B/1T <br />FORM do GROUT SOLID <br />9 J <br />0 /5 BAR CONT. <br />8F12-1B/1T <br />V LINTEL DETAIL <br />SCALE " N.T.S. <br />C C <br />■ <br />� <br />■ <br />■� <br />■ <br />■ <br />� <br />pp <br />�C �� <br />• • • • <br />C E <br />— <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />� <br />■ <br />CC <br />C G <br />• • <br />� <br />� <br />■ <br />■ <br />■ <br />■ <br />• • <br />• • <br />• • <br />• • <br />• • <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 />�_ <br />8 <br />F 16— <br />B/ 1 TZD <br />a <br />�g <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c-T � precast Tintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psl. <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 />#SREBAR AT ALTERNATE POWERS <br />MIN. (1) REQ'D <br />CLEAR STEEL LINTEL <br />O <br />e <br />° .M.U. #5 REBAR AT TOP <br />e" C MIN. (1) REO'D ° Q 1-1/2" CLEAR <br />- <br />• e <br />° GROUT <br />D <br />< <br />J <br />6 <br />Q <br />� <br />e -45 REBAR AT <br />� ��¢„ <br />- <br />d <br />BOTTOM OF <br />Z W <br />W OF <br />o LINTEL CAVITY <br />y w <br />` ^ 1 <br />-BOTTOM <br />G U$ <br />Q L% Q <br />REINFORCING <br />c O <br />0Z LL <br />a <br />7-5/8"ACTUAL PROVIDED IN <br />- o m <br />D <br />j D <br />' NOMINAL WIDTH LINTEL <br />¢ "�o' Z <br />ro <br />� <br />�° <° <br />#5 REBAR AT B( <br />AS INDICATED <br />(VARIES) <br />ri ui curl <br />, <br />4 <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 />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />USP MSTAM36 STRAPS EACH STUD <br />((1) STRAPS EACH SIDE) CENTERED <br />W/ (13) 10d NAILS & (8) y" 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/ Y2' EPDXY ANCHOR OR Y2" <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 manufacturer's specifications for installation. <br />2. Contractor to provide proper protection of ]Intel to prevent rusting <br />Refer to manufacturer's specifications. <br />3. If [Intel 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 />S. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementltiuos 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 />CING <br />1 WALL SPLICE DETAIL <br />8 SCALE: 1" = 1'-0" <br />5'-8" LL <br />_91 , "M11 N <br />SCALE: %4'=1'-0" <br />U_ <br />I <br />_ o� <br />o <br />z <br />zg <br />Q <br />�J MM <br />N <br />� <br />z� <br />U <br />(� <br />•V <br />w <br />o <br />7.�` <br />Ow <br />N <br />c <br />� <br />U � <br />Z�� <br />d$� <br />w z <br />r <br />W <br />W <br />Z1 <br />/lA <br />j. <br />C <br />To the best of the Engineer's knowledge, Information and bellef, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code <br />Resldentiel 6th Edition. Engineer's signature and seal <br />- <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />o <br />M <br />z <br />w <br />a <br />LJL <br />0 <br />O <br />E <br />o <br />i o <br />aff <br />� <br />m <br />zo <br />--0 <br />U <br />C) <br />o <br />q <br />O` <br />qa Hpo <br />wowo <br />8 <br />(y <br />.�. <br />wo <br />s� <br />Z <br />ro <br />N C <br />�YJJ <br />Wm <br />2 <br />i� <br />W <br />c <br />1� <br />B <br />L6 <br />^L` <br />W <br />W <br />> <br />r <br />•- <br />o <br />O <br />O <br />U <br />O <br />a <br />C <br />m <br />-� <br />U <br />N <br />~ <br />c <br />3 <br />� <br />• <br />o rn <br />0) <br />Ir- <br />Ln <br />00 O <br />rn N <br />7— <br />ai <br />M <br />O <br />O <br />to <br />M N <br />to <br />c <br />Z <br />Nl <br />C <br />0- <br />J <br />Q O <br />J <br />JOB <br />NO: <br />19-5888 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8.0 <br />