Laserfiche WebLink
GENERAL INSTALLATION N TES <br />1. Provide full mortar head and bed JoInts. <br />2. Shore filled lintells as required. <br />3. Installation of lintel must comply with the architecture[ andfor structural drawings. <br />4. U-Untels am manufactured with 5-1/2" long notches at the ends to accommodate <br />vertical call reinforcing and grouting. <br />5. All lintels meet or exceed L/360 vertical deflection, except lIntels 17-4" and <br />longer with a nominal height of 8" meet or exceed L/1 80. <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 lintelis installed in exterior concrete masonry walls shall have <br />a coating of stucoo applied In accordance with ASTM C-926 or other approved <br />coating. <br />12. Lintels loaded simultaneously with veritcall (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 <1 0 <br />Safe vertical I Safe hoftorftl load — . <br />GENERAL CONCRETE LINTEL SCHEDULE <br />8F8-1B/1T 8F8-0B/1T <br />(& 9 <br />APPROVED UNTEL MANUFACTURERS: CASTE—CRETE, QUAL1TY <br />0 <br />8RF6-0B/1T <br />0 0 <br />Lj <br />0 0 0 0 <br />8 <br />1 B/ T8RF14-OB11T <br />9F16-012111 8F16- 1T <br />8F44 1B/1T8F40 1B/1T 8RF40 0B/1T 8F32 1B/1T <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16- <br />B/1T <br />I <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />NOMINAL <br />TOP <br />- <br />HEIGHT <br />MATERIALS <br />1. rc PiZIRTntsls = 3500 psi. <br />2. fc prestressed lintells = 6000 psi. <br />3. grouted per AS7M 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 not area ocimpreselve strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />Pres"saing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7/32 wire per ASTM A51 0. <br />8. Mortar per ASTM C270 type M or S. <br />11111, - �B <br />--E <br />% <br />0 0 0 0 090 <br />8F20-0B/1T 8F20-1B/1T W20-113-2T <br />(a A 9 <br />Mr- <br />a E <br />is 10�: <br />0 <br />8 on <br />0 R <br />E <br />&EWA <br />WI <br />8F24-0B/1T <br />9 <br />�Japrm <br />CaEliiim <br />E <br />- U10 <br />8F24-1B11T <br />Q <br />REBAR AT TOP <br />IN. (1) RECID <br />i ALTERNATE POWERS <br />4 fl-ir. <br />LEAR <br />STEEL LINTEL <br />4 <br />4 .4*—C.M.U. #5 REBAR AT TOP <br />A MIN. (1) REaD 1-1/7 CLEAR <br />4 P <br />4 GROUT <br />> <br />A <br />-45 REBAR AT <br />V Wi <br />BOTTOM OF <br />W. <br />LINTEL CAVITY <br />-BOTTOM <br />Lu <br />0: 0 <br />Z_� <br />IrACTUAL REINFORCING <br />PROVIDED IN <br />MINAL WIDTH LINTEL <br />< <br />LL <br />7 Pa Rf <br />> > <br />L, <br />�' <br />(VARIES) <br />(WE <br />L <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 />W1 (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/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 manufacturees specifted" for installation. <br />2. Contractor to provide proper protection of lintel to prevent n0ting <br />Refer to manufacturees speciftations. <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 />am lintel plan/detalls for bottom steel required. <br />S. A bonding agent must be applied to the Steel Box fintals prior to <br />applying the cennerittilucis costing. See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />ot SEE PLAN <br />w TMALL <br />8' KNOCKOUT COURSE <br />W/ (1) #5 CONIT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />SCALE: 1" = l'-O" <br />5'-8" LL <br />LINTEL PLAN <br />SCALE: Y4"=1'-0" <br />0 va <br />z co <br />P, <br />Z cog <br />z <br />Z <br />V) (D <br />(1) C—n <br />4--J LU <br />U <br />0 LLJ <br />V) <br />U1) <br />C) <br />LU <br />mom <br />4) <br />0) cl) <br />C 0 ce) <br />Lo :F C24 <br />0.90 <br />:6 LL 00 <br />z -00 <br />0 cc <br />0) J., <br />CL <br />< <br />U) 0 <br />Ci <br />a De <br />N-C-11-D-C <br />f4 4 <br />0! <br />0 <br />z <br />A <br />0-i <br />0 <br />< <br />04 <br />t- <br />C', <br />41 **JyjII I <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 />Z f -4 <br />0 0) N <br />1--i :Lj C:) <br />(n =3 t.0 <br />> Q <br />4-J <br />M Ln <br />0 <br />CU — In <br />36- LL <br />CL <br />M <br />61 CL 00 <br />z <br />Z E <br />z § M <br />UJ C) <br />_j C) <br />W <br />'ID <br />85 <br />Z'< <br />a: <br />wo <br />z <br />0 uzj <br />LU C-4 <br />M�* <br />8 tnu <br />z <br />Ln <br />z <br />0 <br />-0 <br />N <br />Lr) <br />> <br />0 <br />U <br />CL <br />LU <br />C-4 <br />F— <br />Z <br />< <br />� 98 <br />50, <br />ej [.-, 2 <br />Buis <br />Z <br />Z <br />LU <br />CN <br />C'J <br />Lt*) <br />S�Qc <br />U. 0 <br />C,-,Y '71" � <br />'0 <br />Lij <br />di <br />X <br />- <br />ZV <8 <br />co <br />11.0 <br />X <br />< <br />ZZ <br />< <br />z <br />jy;�- 8 <br />SLU= <br />0 <br />t7u <br />Uj <br />z <br />_10 <br />< rn <br />rn <br />z <br />-SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: ERAND <br />VERSION NO - 10 <br />SHEEr NO. <br />8.0 <br />