Laserfiche WebLink
0 <br />n <br />u7 <br />N <br />ao <br />Q <br />00 <br />E <br />0 <br />g <br />(n <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 />T 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 />SL <br />ff <br />O O <br />8F8-0B/1T 8RF6-0B/1T j. <br />© O O O O <br />O O O O <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />o O <br />8F20-0BA T <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/1T <br />FORM k GROUT SOLID <br />9• <br />O W <br />05 BAR CONT. <br />8F12-1 B/1 T <br />O <br />VLINTEL DETAIL <br />SCALE = N.T.S. <br />low <br />0. <br />E <br />Mo <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 />= <br />w <br />8F16— wlT <br />'o <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />0 <br />HEIGHT <br />MATERIALS <br />c-i-f p a�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. 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 />#SREBAR AT TOP <br />IN. (i) REALTERNATE POWERS <br />MQ'D <br />i/2 STEEL LINTEL <br />CLEAR <br />O <br />ae <br />d .M.U. #5 REBAR AT TOP <br />4 ° e MIN. (1) REQ'D ° 4 1-1/2" CLEAR <br />a <br />a A d <br />d <br />c <br />GROUT <br />r J O <br />Q <br />� <br />5 REBAR AT <br />= - rn w <br />4 <br />O <br />BOTTOM OF <br />r'- Z w <br />w w 0'-n <br />LINTEL CAVITY <br />0 0 1- <br />u Lu <br />-BOTTOM <br />o <br />v <br />REINFORCING <br />¢ "r C7 Z <br />u <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z o w i1 <br />¢ - C7 No <br />Lxu <br />D D <br />� �, <o <br />#5 REBAR AT B( <br />AS INDICATED <br />dOMINAL WIDTH <br />(VARIES) <br />c~n uo <br />o <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 manufacturers 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 />S <br />5-10" LL <br />O <br />6'-2" LL <br />O O O <br />6-10" LL 6'-8" LL 6-10" LL <br />LINTEL PLAN — ELEV—B <br />SCALE: %4"=1'-0" <br />C9 <br />M <br />— o <br />CO <br />Q <br />U) <br />C21 <br />w <br />�V — <br />pw <br />Tu <br />�(A U <br />o0 <br />m N <br />W <br />� — O <br />N M <br />0) N M <br />ae' <br />i <br />O o N <br />0 <br />C o <br />Q 0)'0 <br />o_ o <br />0 v <br />rn0. <br />Q o <br />B D. <br />N� <br />N N <br />W -2NmZ <br />Z z <br />U) J w <br />�. � W , <br />W N"WN w <br />W10 <br />Z ova <br />� N <br />C O <br />¢ <br />LLw •yw <br />Z <br />Z <br />Q N¢ M A <br />W <br />Ci 0 �— <br />J.. b <br />C" <br />To the best of the Engineer's 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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />46,1 <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />z <br />C�C <br />�Q <br />Z ¢ <br />H <br />YZZ 44 <br />w Q K � <br />U Z O <br />000!� <br />�0ZZ <br />ate-' <br />a pro <br />(j WW� LL N <br />L <br />LU <br />Ln <br />Z ZO <br />r <br />O <br />�-- <br />i Z <br />Z <br />Z <br />_0 <br />\../ <br />3 <br />D <br />/� <br />.V <br />Z <br />O <br />J <br />JLU <br />M <br />w <br />� <br />ui <br />O0Z <br />¢ <br />4 <br />o <br />VYV <br />vO'Cc <br />r".0< <br />N <br />� <br />Z¢Z� <br />ww¢ <br />li <br />¢�w� <br />Z <br />Z <br />N <br />('*4 <br />oo o <br />c'2!i <br />LLJ <br />L r) <br />T•'I <br />U � o <br />F U <br />..� <br />I.I.. <br />a <br />Z <br />Z <br />LU <br />WIZ <br />1,10 <br />Z <br />RZS <br />ao <br />co <br />00 <br />Z <br />2 <br />�V <br />a Lu <br />� <br />SCALE : AS NOTED <br />DATE : 6/20/2018 <br />TECH: WAM ES <br />VERSION N0. 4ol <br />SHEET NO. , <br />8 <br />