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���rrrrr� rrur�.�.■.. � ■■urwua� �w <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 verical (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 < 1 .0 <br />a e vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />IN, log <br />N 0 IUVI V kVJ flkwj <br />8F441B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T <br />FORM do GROUT SOLID <br />Q f. = <br />N Q <br />O LL] <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />i <br />I <br />TYPE DESIGNATION <br />REBAR <br />IN. <br />R <br />(1) REQ'D <br />ALTERNATE POWERS <br />F =FILLED WITH <br />GROUT / U = UNFILLED <br />= <br />R RECESSED <br />CLEAR <br />STEEL LINTEL <br />n <br />QTY. OF #5 <br />O <br />° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />G ` <br />.M.U. <br />#5 REBAR AT TOP <br />° <br />w <br />a ` ° <br />MIN. (1) REaD <br />4 <br />1-1/2" CLEAR <br />iE/1T <br />8F16— <br />1- <br />a <br />J <br />° ° <br />° , <br />co <br />f <br />z <br />GROUT <br />D <br />n �O <br />NOMINAL.QUANTITY OF <br />° <br />5 REBAR AT <br />= — cn w <br />C.M.U. <br />4 - <br />WIDTH #5 REBAR AT <br />• <br />C <br />BOTTOM of <br />a N Z F <br />TOP <br />o—BOTTOM <br />LINTEL CAVITY <br />U O ut _ <br />X Lu <br />NOMINAL- <br />o¢ V <br />HEIGHT <br />REINFORCING <br />¢ ¢ C7 cc f <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z�Z LL Ci W N <br />F a <br />D 0 D <br />5 REBAR AT BOTTC <br />" NOMINAL WIDTH <br />(VARIES) <br />v> m tr R <br />o o <br />AS INDICATED <br />MATERIALS-16 <br />GAUGE POWERS <br />c'�i precast lintels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wt <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 3/8" 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 />6. Reber per ASTM A615 Grade 60. <br />1. Refer to manufacturer's specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />7/32 wire per ASTM A510. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel piaNdetalls for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <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 />applying the cementitiuos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />4'-6" ILL 4'-6" ILL <br />O O <br />5'-10" ILL <br />O <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />Z o <br />CD <br />Z <br />Q <br />J <br />a. <br />Zn� <br />W U/) <br />i--) w <br />U <br />O w <br />C <br />I- <br />0 <br />00 <br />U <br />Lu E <br />—3 <br />W <br />dM <br />cm� <br />000 <br />.2 <br />r' = N <br />Uaa)) <br />L Il Co <br />7 aD <br />moo <br />Lv Y <br />Q rn <br />Lo O 't <br />0% <a <br />A 1 <br />Scj <br />!r <br />o . <br />n � <br />�U1 N <br />1� <br />N C•LL �? <br />oLIL <br />- <br />SS <br />&I i- <br />W Q N <br />rt�) <br />U <br />ion, and <br />To the best of the Engineer's knowledge, information, <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code St h Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />1l <br />O <br />O <br />Z tV <br />� <br />0 <br />ate) <br />� M O <br />M <br />Q V) Ln <br />if to •L <br />Z <br />0 <br />LL <br />a �-. <br />F- <br />ZQ <br />Q U Qco <br />Z M <br />J � <br />W <br />J <br />w <br />Za <br />f< <br />F <br />ado: <br />o: <br />QWo <br />w LU <br />rsozz <br />ta00 <br />0W._F8 <br />UalrZ® <br />> <br />Ti <br />ZZ <br />gz <br />Z <br />M <br />V)3 <br />z <br />�< <br />� <br />-v <br />� <br />C: <br />z <br />U <br />^ <br />1..� <br />J <br />�— <br />o� <br />< <br />F- <br />� <br />z <br />U, <br />U� <br />PV <br />J <br />Z O J <br />Oww <br />Z <br />Ln <br />J <br />W <br />Q <br />LL <br />Z <br />1¢-LWL <br />Z U <br />Q <br />$ Lu <br />M <br />Z <br />t <br />W <br />CD <br />O <br />_Z <br />r+ <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: M)AMES <br />VERSION NO• 10 <br />SHEET NO. <br />8.0 <br />