Laserfiche WebLink
Q <br />4 <br />o° <br />0 <br />x <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 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 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 G <br />Safe 1 .0 vertical load Safe horizontal load — I <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F441B/1T8F40113/1T 8RF40OB11T 8F321B/1T <br />FORM & GROUT SOLID <br />O � e. <br />� W <br />�U <br />0 #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />I YNt Ut51LaNA I IUN <br />#5 REBAR <br />MIN. <br />AT TOP <br />(1) R1 <br />ALTERNATE POWERS <br />F = FILLED WITH <br />GROUT UNFILLED <br />R =RECESSED <br />CLEAR <br />"" <br />STEEL LINTEL <br />a <br />QTY. OF #5 <br />O <br />° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />4 °44 <br />C.M.U. <br />#51REBARATTOP <br />° <br />w <br />° ° ° <br />MIN. (1) REaD d <br />1-1/2" CLEAR <br />V <br />� <br />a <br />" <br />8F16- B/1T <br />,h <br />A <br />z <br />4 < <br />GROUT <br />tNOMINAL.5 <br />n J Q <br />y ° 4 <br />C.M.U. <br />QUANTITY OF <br />#5 REBAR AT <br />° <br />REBAR AT <br />= ai <br />? <br />U.,WIDTH <br />a <br />o <br />BOTTOM OF <br />a � 4 - <br />TOP <br />LINTEL CAVITY <br />O (n -i \ Q ` <br />w Q <br />NOMINAL-° <br />OTTOM <br />o it d S " <br />M <br />HEIGHT <br />REINFORCING <br />¢ (5 > > <br />7-5/8-ACTUAL <br />PROVIDED IN <br />Z LL p w ,n p p <br />#5 REBAR AT BOTTC <br />8" NOMINAL WIDTH <br />VARIES) <br />w Q Q <br />r W ° ° <br />AS INDICATED <br />MATERIALS <br />16 GAUGE POWERS <br />c-1�intels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. Ac prestressed Lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 318" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />1. Refer to manufacturer's specifications for installation. <br />6. Rebar per ASTM A615 Grade 60. <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />Prestressing strand per ASTM A416 grade <br />Refer to manufacturer's specifications. <br />7. 270 low relaxation. <br />M A510. <br />7/32 wire per AST M A5 <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM type M or S. <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 cementltiuos coating. See contractor specifications <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 />6-10" LL V-6" LL <br />O O <br />6-10" LL <br />O <br />17'-4" LL <br />OE MIN. <br />LINTEL PLAN <br />SCALE: Y4 "=1'-0" <br />C9 ILI <br />�_ <br />z M <br />Z <br />Z <br />Q <br />a <br />Q <br />4--J w <br />r <br />O <br />C <br />Vi <br />o <br />U <br />�C, M <br />W <br />am <br />G W M <br />O 1 O <br />U <br />ar <br />LO <br />o <br />yi''°'• y Y <br />II�/II� <br />Z <br />M <br />u: 2 <br />a r: <br />rn <br />01 <br />' <br />W_ <br />To the best of the. 'neer's` nbvA nfo( n, and <br />belief, the structural Iilaffsan spec�i�fl�444 f Ty�b tained <br />within these drawings con>Y I A#JtbS#fA l� Florida <br />Building Code -Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />N <br />Z <br />0 a <br />CD <br />in IS I <br />>(nMO <br />M <br />Q 'a Lit <br />th ON <br />�,L <br />a .-. <br />Z <br />CO <br />oC U a o <br />Q <br />0 <br />Z § E <br />WJ <br />0 <br />J <br />z <br />w <br />�a <br />it <br />g480, <br />ce <br />w <br />z <br />w <br />8 ce <br />ZO <br />L <br />JJ <br />T <br />Z <br />W <br />m3 <br />w <br />z <br />U <br />= <br />w <br />k-' ~Y R <br />0 <br />O �! <br />N <br />V <br />((JJ O <br />J <br />Q <br />V_ <br />N. <br />Z <br />W <br />i <br />rL n <br />J <br />g <br />J <br />T--� <br />LJ <br />C <br />L <br />fi <br />� Z U <br />Q <br />Z <br />Z <br />W <br />O <br />00 00 <br />i <br />T-4 <br />a <br />V) <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO" 4wO <br />SHEET NO. <br />8.0 <br />