Laserfiche WebLink
S <br />r�> <br />LO <br />Q <br />CO <br />00 <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 1 T-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 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 vertical (gravity and uplift) and horizontal (lateral) <br />loads shoud be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal bad �� . 0 <br />Safe vertical bad Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F4418/1T8F401B/1T 8RF40OB/1T 8F321B/1T <br />FORM do GROUT SOUD <br />ell <br />4 � � w <br />�U <br />O /5 BAR CONT. <br />8F12-1 B/1T <br />0 <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />€ <br />E <br />F <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8 F 16- <br />B/ 1 T <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cT t' preca irnels = 35W psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 3W 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 />7132 wire per ASTM A510. <br />S. Mortar per ASTM C270 type M or S. <br />#5R <br />M IN. <br />(1) REQ'DAT <br />LEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° ° <br />O <br />° ° <br />.M.U. <br />#5 REBAR AT TOP <br />a <br />GROUT <br />MIN. (1) REaD Q 1-1/2" CLEAR <br />, <br />° <br />° <br />, <br />C.M.U. <br />° <br />5 REBAR AT <br />° <br />BOTTOM OF <br />to ? w - <br />4 <br />Loulu <br />o <br />LINTEL CAVITY <br />O co 1 <br />X � 'n <br />-BOTTOM <br />� K W <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />a d � ^ > > <br />D �` O <br />Zd O 3]] D 1 D #5 REBAR AT BOTTC <br />7-5/8"ACTUAL <br />'NOMINAL WIDTH <br />In ii AS INDICATED <br />(VARIES) <br />o 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 manufacturers specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturers specifications. <br />3. If ]Intel 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/detalls 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 />4'-6" LL 4'-6" LL <br />O OF <br />6-10OD <br />" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />Z c <br />Z <br />Z <br />Q <br />awad <br />Z <br />w <br />� <br />so <br />V <br />w <br />V <br />UJ <br />m N <br />S®_ <br />0 <br />QLn <br />LL <br />B D. <br />r' <br />N_ .O <br />pp N <br />N <br />O O� I t <br />Z 0z E, z <br />U) <br />LU A L a LL _ w <br />W� LL z <br />�WiV DS �M I Q <br />r U . �o �� \O <br />z <br />"I"fI(IIIIIIk0\0 <br />To the best of the Engineers knowiedge, Information and ballet, <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 />Engineers signature and seat. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />w <br />a <br />� H 6 <br />ny � Lu <br />A <br />p� J <br />L}O} � G' <br />U N <br />'^< <br />.. <br />N <br />Ii <br />z <br />U <br />C <br />0 <br />� <br />w <br />T <br />T� <br />^ <br />O <br />yi <br />O , <br />S U <br />Q <br />Z <br />J <br />L <br />W <br />Ln <br />W <br />z <br />J <br />Q <br />Z <br />$~ <br />M <br />k <br />z8 <br />m <br />° <br />t <br />°0 <br />g <br />LU <br />o <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION NO" 4n0 <br />SHEET NO. <br />8.0 <br />