Laserfiche WebLink
EERZEENE iAu.d,-A A �d1.L'1 .'-s.-�ll��-.__ _ a_ -'„'" 'IYN.uaYswrwu• Lu, Iy�"W ��.".�u�,Waw. e,.YA1MAYu�.r .uuA�W4,1 W.lY - - -.1_.e . �.. 1'.6YYY W.ki�Ylly: - ajhLl4_�._ u..fre__.b_=�-.+�: J,. :1-ll„ les i - �- WL:. ll1J.L41. .. _: _ w .= a . .. .. �.. ,. r � _. � A _. , �._:._ .:, _ _ _ _ _ 11,J _- _ _ -- - _ _ i _ =,.Ll'L� - W�YIII��IM. -. 1. - <br />w <br />v <br />x <br />LO <br />S <br />r <br />0 <br />olo <br />d <br />00 <br />13 <br />E <br />N <br />M <br />W <br />O"0 <br />8F8-1 B/1 T <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 U180. <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 AC1530 <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 vertical (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 �1 .0 <br />Safe vertical load Safe horizontal load - I <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F8-0B/1T 8RF6-0B/1T <br />O ,. O O ,. O .ta'. <br />O O O O <br />8RF14-1B/1T 8RF14-OB/1T 8F16-0B/1T 8F16-1811T <br />8F20-0B/1 T <br />8 <br />8F44 1B/1T8F40 1B/1T 8RF400811T 8F321B/1T <br />FORM do GROUT SOLID <br />(V QQ <br />C) ems- U I <br />' J <br />0 #5 BAR CONT. <br />8F12-1B/1T <br />"V" LINTEL DETAIL <br />SCALE - N.T.S. <br />M <br />C <br />_ C <br />■ <br />■ <br />■ <br />■ <br />= <br />C <br />p_ C <br />E E <br />. . <br />. . <br />. . <br />. . <br />. . <br />. . <br />. . . . <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- <br />B/ 1 T <br />r <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cTi cprecas Trntels = 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 />7 <br />O <br />x <br />Z <br />9 <br />#SREBAR AT TOP <br />IN. (1) REALTERNATE POWERS <br />MQ'D <br />° 0-117 <br />a CLEAR STEEL LINTEL <br />A ° <br />° e °-.0-C.M.U. #5 REBAR AT TOP <br />A ° A MIN. (1) RECI'D ° d 1.1/2" CLEAR <br />° <br />° <br />as <br />° <br />GROUT <br />D - <br />° <br />J <br />Q <br />a <br />uty¢ <br />A <br />5 REBAR AT <br />1 j <br />° <br />BOTTOM OF <br />IwoF)W <br />a w <br />- <br />d <br />o <br />LINTEL CAVITY <br />u- <br />�tYiF.XW <br />OTTOM <br />0 M 0 <br />. l/�� <br />REINFORCING <br />o < c7 <br />7-5/8"ACTUAL <br />PROVIDED IN <br />o w of <br />3 <br />#5 REBAR <br />'NOMINAL WIDTH <br />LINTEL <br />W <br />rn ¢ W <br />Q Q <br />INDICA <br />(VARIES) <br />° ° <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 manufacturers 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 plarddetails for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementiduos coating. See contractor specifications <br />O <br />5'-10" LL <br />O � <br />4'-6" LL 4'-6" LL <br />O <br />6'-6" LL <br />(�) <br />MIN. <br />17'-4" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />U <br />Z <br />o <br />Z <br />Z <br />Q <br />J <br />d <br />U) Z <br />V) (9 <br />Xwo <br />"V - <br />0 w <br />to c <br />U <br />m o <br />® <br />cN•� <br />C r0 <br />Ooo <br />_ <br />C) <br />Go <br />Q rn <br />u.) v <br />o <br />d <br />• <br />N aD <br />Aril N <br />;2 d Z6 <br />Z vg:p <br />`��' <br />colJi <br />LU <br />W _ LL Z a <br /><�rn <br />Z O <br />PC Q <br />A4O.'a j <br />UM <br />c ..p. <br />U* <br />WWW. OM <br />a ` j h� 04 <br />(� <br />F <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />W <br />�aa <br />a <br />WQga�M0 <br />U Z O 0 <br />J;i <br />Rgg- <br />§9!a!S <br />� <br />Z <br />R <br />Z <br />^�3 <br />0 v <br />= <br />0*1 <br />L.L <br />W <br />�W <br />O RO <br />Z_ <br />509 <br />J <br />3 <br />W ce <br />Q,A` <br />Z <br />J <br />J <br />Ln <br />T-I <br />aj <br />Lu <br />Q <br />Z <br />$~� <br />N <br />Z <br />t <br />6$ <br />�z <br />W <br />0 <br />� <br />0- <br />U) <br />o <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO' 4s0 <br />SHEET NO. <br />8.0 <br />S <br />M <br />ra <br />1 <br />