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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 174" 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 <1 ■ O <br />Safe vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />�i. <br />0 0 <br />8F8-1 B/1 T <br />8F441B/1T8F401B/1T 8RF400B/lT 8F321B/lT <br />FORM do GROUT SOLID <br />CY Q <br />O W <br />J <br />�U <br />5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />6 F 16- <br />B/ 1 T <br />U <br />ro <br />tNOMINAL. <br />QUANTITY <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />y <br />MATERIALS <br />. c precast intels = 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 />#5REBAR ATTOP ALTERNATE POWERS <br />MIN. (1) REQ'D <br />° CLEAR STEEL LINTEL <br />O <br />d a ° .M.U. #5 REBAR AT TOP <br />° c ° MIN. (1) REO'D ° Q 1-1/2" CLEAR <br />o„ <br />a <br />_ <br />° <br />° G <br />GROUT <br />D <br />a <br />Q �• <br />r _j 0 <br />W <br />° <br />5 REBAR AT <br />- <br />= cn w <br />Q <br />- <br />v BOTTOM OF <br />a co z F <br />0 <br />o <br />"*-BOTTOM <br />LINTEL CAVITY <br />wp V cn � <br />uj <br />` <br />0 M CU O � <br />REINFORCING <br />¢ Er Q C7 m Zi <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z �-` o w u' <br />D <br />D <br />' NOMINAL WIDTH <br />LINTEL <br />Q- No <br />Q <br />a <br />#5 REBAR AT B( <br />AS INDICATED <br />(VARIES) <br />Co Lo IX CL n <br />o <br />o <br />4 <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 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 />O O <br />4'-6" LL 4'-6" LL <br />O <br />6-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4"=V-0" <br />t,• ��- . <br />tom, <br />a <br />r'-' <br />,. .e'°�o• <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 <br />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 />Engineer's signature and seal. <br />H <br />W <br />E. <br />\ <br />0, E m <br />U N ik <br />® <br />P-1 LL <br />w X'k <br />7 m J LLI <br />r a U. J p- <br />LL <br />a <br />�mM w vS <br />LL o oCY <br />Z <br />� <br />L (6 O m O <br />( W <br />W <br />0 0-r Q Q <br />U)a <br />IL�'d <br />LO N Z af O U)V <br />M <br />N U O J <br />❑0❑ <br />W <br />z N <br />o g <br />z o <br />¢ d: <br />a <br />r <br />M <br />z <br />iD c <br />W <br />0 <br />lL <br />—1 <br />Q m <br />U <br />LLJ g <br />� v7 <br />U � <br />c <br />Uj <br />r- J E <br />mI <br />U o N <br />¢ <br />■ <br />N <br />�� <br />t` <br />O <br />O <br />co <br />o <br />w <br />z <br />J <br />c6 E <br />�o <br />¢N <br />Q <br />E OV <br />wLL <br />z <br />z0 <br />oa <br />C <br />O <br />O E <br />g O <br />X U <br />°2 <br />00 <br />Z <br />w� <br />i <br />Oz <br />¢a <br />tt <br />(6 <br />U) c <br />o <br />m� <br />O <br />o <br />Zz <br />U) <br />U)p <br />p <br />z <br />o <br />d <br />sonQ <br />a � <br />it E <br />w N F <br />C) <br />�0 <br />�w <br />o <br />(Z)a <br />w <br />.'o <br />I = <br />cozla <br />O3: <br />U <br />�N <br />0 <br />= <br />CU <br />CU <br />rr <br />� <br />T <br />�1 <br />0 <br />CL <br />n�' <br />W m <br />= <br />T� <br />O <br />J 04 <br />r <br />CO <br />LO <br />N <br />04 <br />T <br />m <br />I� <br />T <br />N <br />Z <br />Z <br />E Q <br />N <br />`m <br />0- <br />U <br />Q p <br />c <br />JOB <br />NO: <br />20-6223 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />