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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 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 should 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 />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T �. <br />® © CL O• O Or O �. <br />O O O O <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-16/1T <br />81 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F321B/1 T <br />A O <br />FORM k GROUT SOLID <br />�• <br />O <br />�— W <br />O <br />#5 BAR CONT. <br />8F12-1B/1T <br />O O <br />V <br />C <br />8F20-OB/l T <br />© <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @BOTTOM <br />OF LINTEL CAVITY <br />i <br />J <br />w <br />z <br />8F16- B/1 T <br />Q <br />J <br />Z <br />00 <br />+s= <br />Z <br />`r <br />tNOMINAL, QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAI <br />° <br />HEIGHT <br />MATERIALS <br />c precast lintels = 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 w/ <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar 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)RBAR AT TOP <br />MIN.,(1) REQ'D ALTERNATE POWERS <br />1/2 STEEL LINTEL <br />CLEAR <br />0 <br />d <br />d ° M.U. #5 REBAR AT TOP <br />d ° d MIN. (1) REQ'D Q 1.1/2" CLEAR <br />° <br />d <br />4 <br />GROUT <br />> <br />° <br />J <br />Q <br />Q <br />C.M.U. <br />5 REBAR AT <br />= p w <br />4 <br />° <br />O <br />BOTTOM OF <br />w <br />w w p N 6 <br />LINTEL CAVITY <br />O <br />\ 1n <br />—BOTTOM <br />o Erb i- <br />REINFORCING <br />¢ ¢ 6 20 9 <br />7.5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z u w n <br />¢ i2 O p3 cNo <br />X <br />D p <br />Q6 �. Qo <br />#5 REBAR AT BC <br />AS INDICATED <br />40MINAL WIDTH <br />(VARIES) <br />r~n n d <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) t/4" TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS (ii <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />W/Y2" EPDXY ANCHOR OR%" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.G. & 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 />oSEE PLAN <br />T/VVALL <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 />6'-6" LL <br />O <br />4'-6" LL <br />O <br />5'-4" LL <br />OMIN. <br />:v <br />5'-10" LL <br />O <br />5'-8" LL <br />O <br />5'-8" LL <br />n. <br />:CS•. <br />5'-8" LL <br />O <br />17'-4" LL <br />OE <br />MIN. <br />, <br />LINTEL PLAN <br />SCALE: Y4"=1'-0" <br />CD <br />� o <br />Z <br />13 <br />CA- <br />V) (4 <br />Q) <br />C <br />a--) u-i <br />•V <br />I JI41�/ru <br />m <br />f— <br />Eo <br />L <br />C:D <br />(/7 <br />o 0 <br />o p <br />P,y <br />w✓ <br />L1J <br />t E <br />N M <br />C tt< Ccoo <br />[2 C co <br />_ $ <br />O o LL0 <br />srb <br />ao <br />() N <br />O Y n <br />to O sY <br />�Crn <br />rn¢o <br />W. <br />N�C. 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