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n <br />N <br />N <br />02 <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 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.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 a 0 <br />Safe vertical loadSafe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F441B/1T8F40 1B/1T 8RF400B/1T 8F3218/1T <br />FORM dt GROUT SOLID <br />d /. W <br />Q N <br />0 <br />0 #5 BAR COW. <br />8F12-1B/1T <br />"V" LINTEL DETAIL <br />SCALE - N.T.S. <br />I <br />Emu <br />0i <br />MININ <br />00 <br />no <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 />w <br />8F16- B/1T <br />g <br />tNOMINAL,#5 <br />QUANTITY OF <br />WIDTH REBAR AT <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />MATERIALS <br />c'T"f�precastl(nteis = 3500 psi. <br />2. fc 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 w/ <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 />#SREBAR <br />IN. <br />' <br />(1) RECIOD <br />-112" <br />�LEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />d ° <br />! <br />° <br />° <br />G—.0—C.M.U. <br />#5 REBAR AT TOP <br />A. ° <br />GROUT <br />MIN. (1) REaD ° 4 <br />D C <br />4 0 <br />1.1/2" CLEAR <br />° ° <br />G < <br />r <br />° <br />to L <br />5 REBAR AT <br />BOTTOM OF <br />cn w <br />- <br />Wo Q <br />LINTEL CAVITY <br />OO V) � <br />RE N O ICING <br />C7 j <br />LL <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />O - a w <br />Zd i7 3 g D D <br />#5 REBAR AT BOTTC <br />40MINAIWitiT-H-1 <br />¢ �° �, <° <br />AS INDICATED <br />(VARIES) <br />u~i u'i <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 />:8 1 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />� <br />USP MSTAM36 STRAPS EACH STUD <br />1 11 <br />((1) STRAPS EACH SIDE) CENTERED <br />W/ (13) 10d NAILS & (8) y" TITENS <br />5 <br />OR <br />i <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />E <br />(4) USP MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />E <br />i <br />2x8 #2 SYP P.T. BASE PLATE <br />o I W/ Y" EPDXY ANCHOR OR Y" <br />I 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 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 cemendtiuos coating. See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN <br />TNVALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />I —`SEE PLAN FOR FILLED CELL <br />SPACING <br />CL 1 <br />WALL SPLICE DETAIL <br />N 8 SCALE: 1" = 1'-0" <br />12 <br />A <br />5'-8" LL <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />V <br />Z � <br />— o <br />z <br />Q <br />a <br />0 <br />C <br />Q) ) <br />+. J w <br />Ow <br />V) <br />o <br />co <br />Uj <br />' <br />to M <br />AsCd <br />Q <br />B De <br />0o <br />i�i <br />yQo,. - (� <br />X b p i rn Z <br />rA <br />4, <br />LIL <br />-e <br />To the best of the EjtpiPeei4kno+vledgelgf tlon, <br />belief, the structural'plt .s and spec'tf64b`A conta(hib <br />�"or <br />within these drawings <br />V?,wlth the 20177,5tijdd33 <br />Building Code -Residential �4h it. IaIFf.; )t�W2er's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />Z <br />0 <br />kD <br />>-+ <br />Z'"' <br />�(! M O <br />rn <br />4-0 <br />Q Ln M Ln <br />a" lin .L V- <br />C LL <br />d � <br />rY U faa <br />Q c <br />Z <br />WJ <br />C:)l <br />J <br />z <br />W <br />Za <br />a <br />bz 0 <br />5 —i i�Z <br />Ln <br />L.L <br />Y / <br />0 <br />U1 <br />o <br />:° <br />N <br />U <br />= <br />W <br />H H. <br />0� <br />.:: <br />~ <br />U°j8p <br />88 <br />�1 <br />ZW z <br />Q <br />a W 3 <br />oc <br />Z <br />W <br />Ln <br />6i <br />W <br />a <br />_1 <br />rl <br />LJ.I <br />Q <br />Z <br />a <br />W <br />c00v <br />N <br />Z <br />4 <br />L <br />I <br />0 <br />06 <br />a <br />z <br />w <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION NO. 5ol <br />SHEET NO. <br />8.0 <br />