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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 repar 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 / ■ O <br />Safe vertical load Safe horizontal load `— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS, CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F401B/1T 8RF40OB/1T 8F321B/iT <br />FORM &GROUT SOLID <br />N Q <br />W <br />' J <br />TU <br />O t #5 BAR CONT. <br />8F12-1 B/1 T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />1 Y1- C Utz,'M aN/AI IUIV <br />#6REBAR ATTOP <br />IN, (1) REQ'D <br />ALTERNATE POWERS <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />4 ° <br />112" <br />CLEAR <br />STEEL LINTEL <br />QTY. OF #5 <br />O <br />° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />s <br />4 <br />#5REBARATTOP <br />w <br />d° d <br />MfN, (1) REQ'D <br />° Q <br />1-1/2" CLEAR <br />8F 16— B/1 T <br />U <br />a <br />Q <br />z <br />� <br />- <br />a <br />W <br />z <br />d d <br />4 <br />P <br />a <br />GROUT <br />NOMINA <br />QUANTITY OF <br />° <br />5 REBAR AT <br />( < IX <br />= — m j <br />Q <br />C.M.U. <br />WIDTH <br />#5 REBAR AT <br />< O <br />BOTTOM OF <br />a to z Lu <br />OO <br />4 <br />— <br />TOP <br />° <br />LINTEL CAVITY <br />to C6 <br />a U Lu <br />` \ <br />L L <br />NOMINAL- <br />-BOTTOM <br />4 M U O I— <br />Z <br />`� <br />HEIGHT <br />REINFORCING <br />PROVIDED IN <br />¢ ¢ Ci <br />0Z LL o w <br />Q <br />7-5/8"ACTUAL <br />8" NOMINAL WIDTH LINTEL <br />Lo <br />¢ -' d 3: N <br />D D <br />i <br />A, �o <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />r~n LO CC a u <br />Do <br />MATERIALS <br />c� "i prrecas rintels = 3500 psi. <br />2. f'c prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 wl <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 />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 />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 />O O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-Al_ <br />SCALE: %4"= —0" <br />_t <br />f <br />= <br />QFESW <br />C <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />V) <br />W <br />AAKQ <br />O <br />'It E (D f2 <br />O `r (i O N (DIWO Op <br />O N 4k <br />OEMti <br />5 <br />J <br />C Wu- <br />a) <br />N <br />_ <br />co ti <br />m <br />m J W <br />o u- a <br />M <br />Q <br />N <br />JU_u- <br />W O <br />aa� <br />� o <br />Z <br />mod <br />m m <br />W <br />0 2 <br />[O0 <br />Q Q. <br />IL IL E <br />N <br />0 <br />M Q 0 J <br />O <br />U ❑❑❑ <br />W <br />t/ <br />M <br />Z <br />N M <br />o g <br />V) <br />-- <br />C7 <br />N <br />M <br />1°0 <br />0 <br />(1) <br />w <br />a <br />0 <br />0 <br />(n <br />w <br />L <br />o <br />ti�R <br />L!J <br />'-- <br />J <br />— E <br />s 8 <br />s <br />z <br />®D <br />N <br />I� <br />O <br />GO <br />w <br />M <br />M <br />20 <br />Z <br />U_ <br />Q <br />E <br />o <br />K <br />QO <br />g <br /><N <br />oa <br />(B <br />�o <br />U 00 <br />O <br />rd <br />E <br />xU <br />o ¢ <br />az <br />�U <br />O < <br />N <br />wo <br />ao <br />aZ <br />s.- <br />(d <br />z <br />Y <br />U <br />m� <br />O <br />Z <br />4D <br />0o: <br />O <br />ao <br />a <br />�_ <br />o <br />aW <br />w� <br />=3 <br />'O <br />0 co <br />oz¢ <br />�s <br />�N <br />O <br />= <br />J <br />N <br />M <br />0W <br />�■/�j/ O <br />ri <br />Yi <br />�\ <br />> <br />O <br />O <br />W 00 <br />I` <br />r. <br />"co <br />T_'� <br />o <br />O <br />= <br />CAI <br />1— <br />M <br />04 <br />r <br />00 <br />LO <br />E <br />� <br />00 <br />�� r <br />M <br />0) <br />0 <br />Z <br />E O <br />a <br />0 � <br />a <br />o <br />3 <br />.SOB <br />NO: <br />20-6225 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />