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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 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 <br />FBill <br />MEN E <br />817441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />I <br />No <br />Ci <br />10 <br />TYPE DESIGNATION <br />REBAR <br />R <br />F =FILLED WITH <br />IN, <br />(1) RECIQ'D <br />ALTERNATE POWERS <br />GROUT / U = UNFILLED <br />1/2" <br />d e <br />R=RECESSED <br />CLEAR <br />STEEL LINTEL <br />QTY. OF #5 <br />° o <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />= <br />4 ' <br />M.U. <br />#5 REBAR AT TOP <br />° <br />w <br />e° a <br />MIN. (1) REQ'D <br />G <br />1-1/2" CLEAR <br />x <br />8F16- B/1 T <br />Q <br />z <br />e e <br />a <br />00 <br />z <br />D <br />tNOMINAL,QUANTITY <br />, <br />GROUT <br />= <br />a L <br />OF <br />° <br />5 REBAR AT <br />� m I¢- ¢ <br />= cn w <br />° Q <br />C.M.U. <br />_ <br />Q <br />WIDTH #5 REBAR AT <br />a <br />BOTTOM OF <br />a Zo w <br />TOP <br />LINTEL CAVITY <br />w V 0 to 0 <br />o Lu <br />n� <br />` \� <br />NOMINAL-° <br />-BOTTOM <br />o Lu <br />" v <br />HEIGHT <br />REINFORCING <br />¢ ¢ C7 m ,ZZ <br />7-5/8"ACTUAL <br />PROVIDED IN <br />ZLL <br />— p wo <br />D D <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ Cr <br />�, <br />#5 REBAR AT BOTTC <br />(VARIES) <br />a) u, ¢ a <br /><1 �o <br />AS INDICATED <br />MATERIALS <br />cat' precast lintels = 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 I 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 />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or 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 />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) Y4' 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%" <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 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 />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />_ot SEE PLAN <br />�,i `F T/WALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />8 SCALE: 1" = 1'-0" <br />5'-10" LL <br />O <br />5'-8" LL <br />O <br />�,�„fir, �+•,t•,+,�d+�nti••tir L•���. <br />%.j <br />ti <br />5'-8" LL <br />O <br />17'-4" LL <br />Q MIN. <br />5'-8" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />� O <br />O <br />� <br />Or2 <br />O <br />n�n , <br />LU <br />U — <br />OLU <br />Cr <br />m <br />E <br />o <br />r ^ <br />M <br />v , <br />O <br />m h <br />®% <br />N M <br />LU <br />t - E <br />C f0 M <br />La -o co <br />o <br />01119 <br />O o 0 <br />N <br />a)— <br />� <br />00 <br />LL- 00 <br />(D <br />U) <br />O <br />Y <br />¢E <br />LO V <br />0) CL <br />Q O <br />A I <br />B D. <br />N C B D C <br />*F <br />XC <br />I <br />s e,i5'ais6 <br />CO <br />A <br />u'> <br />.-Al"��rr =�"9 <br />CV <br />` �l +� <br />0 <br />o <br />LL W-. <br />C,4 <br />W <br />LL <br />LL 0 <br />P. ! <br />ca <br />2° r b W. <br />v <br />�s <br />Uo <br />LL IIut ® <br />P(h <br />� <br />t7i <br />�-q <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition {2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />CD <br />C) <br />Z fV <br />N n <br />Iq0 <br />M <br />H l) 0 <br />I M <br />�Ln <br />(OLI) <br />a U-) <br />_O <br />Q U Q '-I <br />Z <br />WJ <br />� <br />OZ <br />= O <br />3Z <br />o: p <br />z ¢a <br />tj z¢Ct, <br />CZ80 <br />U <br />tZ-o�Z¢ <br />2 Z <br />w <br />J <br />w <br />mz0 <br />~oVLIJ) <br />zz <br />>- o <br />¢z <br />. A <br />�) <br />Z w <br />z� <br />z <br />-0 <br />CL <br />u 'S <br />f13 <br />Lr) <br />F=- <br />o <br />N <br />a <br />O <br />¢ <br />f� <br />J <br />X <br />O� <br />Q w <br />® <br />LLJ <br />¢ o 00 <br />X U. <br />(V <br />oaoa <br />coaQd <br />¢ p w 3S <br />Z <br />w O <br />Eo <br />N <br />u-o <br />3a�oz <br />LU <br />J <br />LP) <br />W <br />0 <br />Nowo <br />Lij <br />Q <br />O Y ¢ <br />w � H <br />��/� <br />V <br />ko <br />Q <br />Z <br />Z <br />aWZ <br />un <br />*k <br />Ln <br />J O <br />m <br />�Lu <br />= <br />aZ <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. L^ . 0 <br />SHEET NO. <br />8.0 <br />