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O O <br />8F8-1 B/1 T <br />O <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 verttcal (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 />lill <br />MEMO 8F20-OB/lT <br />81F441B/1T811`40 1B/1T 8RF40013/1T 81`321B/1T <br />FORM & GROUT SOLID <br />jr—o ' C W <br />J <br />U <br />° J5 BAR CONT. <br />8F12-1B/1T <br />O <br />VLINTEL DETAIL <br />SCALE = N.T.S. <br />9 <br />'ms <br />IN <br />F <br />{ <br />O'EM00 <br />0 <br />0 <br />— <br />E <br />F <br />E <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 />8 F 16— B/ 1 T <br />a <br />10 <br />tNOMINAL. QUANTITY OF <br />T <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />cT�si intels = 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 />#5 <br />IN. <br />BAR AT TOP <br />(1) REQ'D <br />1/2" <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />— <br />G a <br />d O O <br />#5 REBAR AT TOP <br />2 <br />° <br />G <br />.M.U. <br />LU <br />A ° n <br />MIN. (1) REQ'D ° 4 1-1/2" CLEAR <br />Z_ <br />° <br />o <br />° A <br />M <br />z <br />d <br />a <br />GROUT <br />° <br />° <br />O 4 <br />n <br />(o H tY Q C.M.U. <br />a <br />5 REBAR AT <br />= — w <br />° <br />° <br />BOTTOM OF <br />t- (0z W <br />W 4 <br />OF <br />LINTEL CAVITY <br />V U) <br />Lu <br />xp <br />OTTOM <br />_ <br />o ¢ U <br />REINFORCING <br />¢ < C7 <br />v w <br />— <br />7-5/8"ACTUAL <br />PROVIDED IN <br />z° tj F D D <br />8" NOMINAL WIDTH <br />LINTEL <br />a Ci 3 #5 REBAR AT BOTTON <br />�o �. �o AS INDICATED <br />(VARIES) <br />u~) rr a <br />4 <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <br />1. Refer to manufacturers 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 />6-10" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: %4"=l l <br />p,\ ��-C <br />0'� <br />�. V <br />=f <br />°• <br />�, O <br />��.• <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 <br />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 />Engineers signature and seal. <br />W <br />E N (o pip <br />O O clot <br />E 01 N <br />(o J <br />M N N� m LL <br />ai co (A J <br />Q) � W <br />V) <br />J � <br />E 2 LL J d <br />�' <br />M <br />Q <br />Z <br />uj S W U <br />> mLL 52 °' (L I <br /><�01 o <br />@aro_ =mO <br />W <br />�E rn Q�¢ <br />� <br />z <br />IL <br />IL� <br />Joo- <br />N< c) z ¢ 0 <br />UI— <br />z <br />< <br />° d OE]❑ <br />W <br />z � O <br />_ � o <br />� QNQ <br />0 Q <br />Z 0 <br />o <br />d N <br />o <br />�W <br />LL <br />_ <br />Y <br />w o' <br />LU <br />i; <br />Ll <br />OTM <br />N <br />w l <br />C o <br />o <br />SENSE <br />r-- <br />U m <br />w rn <br />r— m E <br />O $ <br />= <br />_0 <br />U o <br />• <br />c U) <br />_0 <br />Q o <br />rn <br />O <br />w <br />M <br />z <br />Z <br />< <br />J <br />w <br />Q <br />E <br />� <br />zo <br />o0 <br />W <br />� <br />>o <br />d <br />C9 <br />H (O <br />o <br />x o <br />o< <br />00 <br />oa <br />CD <br />o <br />¢❑ <br />- <br />¢< <br />z <br />S- <br />� <br />C/3 c <br />zz <br />o <br />m0 <br />O � <br />Z <br />z <br />- C <br />C/) <br />U <br />N m <br />< W <br />g <br />(A <br />� <br />¢ 0 <br />of <br />z Z <br />go <br />O- <br />o <br /><� <br />oz <br />_ <br />z <br />J <br />� <br />CD <br />J <br />O <br />CID <br />z¢ <br />X <br />a F <br />003 <br />�N <br />0 <br />= <br />L <br />N <br />m <br />f6 <br />w <br />cc <br />c� <br />O <br />■> <br />� <br />T <br />�1 <br />CL. <br />o <br />co <br />■ <br />>' 04 <br />J <br />T <br />C� <br />T <br />p <br />MO C <br />r <br />O <br />10 <br />ai <br />.?_1M <br />7— <br />h M <br />o <br />Z <br />m <br />Z <br />� <br />E <br />O_ <br />E <br />U � <br />Q 0 <br />c <br />� <br />JOB <br />NO: <br />20-2742 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />