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00 <br />N <br />O <br />2 <br />00 <br />9 <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 L/360 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 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 />afe vertical load Safe horizontal load —\ <br />GENERAL. CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />FORM dt GROUT SOLID <br />_7 Ix <br />o �LU <br />O /5 BAR CONT. <br />8F12-1 B/1T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />I OEM[! <br />E <br />Mil <br />in <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />= <br />w <br />8F <br />16— <br />B/1 T <br />< o <br />Z <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#5REBAR <br />MIN. <br />ATTOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />O <br />°a <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />e n <br />a <br />GROUT <br />MIN. (1) REQ'D ° 4 <br />° <br />D D <br />J Q L. <br />1-1/2" CLEAR <br />a n <br />° c <br />n o <br />5 REBAR AT <br />= — 0 w <br />BOTTOM OF <br />z w - <br />i � a <br />o <br />LINTEL CAVITY <br />0 V 0 i <br />, <br />Lu /n` <br />O <br />OTTOM <br />o x Ci z <br />REINFORCING <br />¢ ¢ O m � <br />LL <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />ZoZ w f, <br />3 N D 4, D <br />¢ a � <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />' NOMINAL WIDTH <br />(VARIES) <br />cn o o <br />✓` <br />4 <br />MATERIALS <br />ci—fr pr�Tiritels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CM U) 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 />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 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 />T-10" LL 6-6" LL <br />CJ (�B) <br />5'-10" LL <br />O <br />17'-4" LL <br />(�) <br />MIN. <br />LINTEL PLANT <br />SCALE: %4"=1'-0" <br />C9 <br />z01 <br />Z Sol <br />Q <br />LON <br />a. <br />5Z <br />1;70 <br />w_ <br />A <br />O c <br />E <br />U <br />) <br />m <br />U <br />CD <br />M <br />O O <br />.i't = <br />nXi�s'."' a7 <br />U 41co <br />t LL 000 <br />co <br />rR c <br />Q � <br />ci <br />Al1 <br />"`an` <br />.�,a�� <br />C7- • •ti�5 <br />o <br />?•� t� <br />Ing <br />; Z <br />O f0•n CO <br />�.. <br />n <br />WY <br />COP m V <br />,N-4? <br />a, rCSS <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 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 />O <br />Z� <br />0 h <br />> O <br />M <br />Q 'D Ln <br />a crl •L �t' <br />U <br />!� <br />OC U 0. 00 <br />Q � <br />E <br />§ <br />Z M <br />W <br />J � <br />�z <br />zaa <br />f H <br />co <br />P'ZOp <br />Z, U, <br />O2 <br />!9 Z <br />dy OR Z J <br />O u g <br />U W <br />L <br />O Z <br />Z0 <br />V <br />C <br />Z <br />Ov <br />= <br />J <br />CL <br />�f <br />Z <br />UO OU <br />uJ2ce <br />w <br />1i <br />A <br />1 ` <br />r0 LLIcc <br />Z <br />^ <br />s9of <br />J <br />Ln <br />di <br />CY <br />LL <br />f <br />Q <br />Z <br />a <br />$�� <br />M <br />O <br />ItV <br />Z <br />Z <br />A z <br />o <br />MW <br />� <br />t <br />oo <br />:5= <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO- 4nO <br />SHEET NO. <br />8.0 <br />