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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 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 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 �� . O <br />e vertcca load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F40 1B/1T 8RF40OB/1T 81`321B/1T <br />FORM dr GROUT SOLID <br />#5 BAR COW. <br />8F12-1 B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE " N.T.S. <br />No <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 />us <br />tNOMINAL, <br />QUANTITYOF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cT "f' precaeflintels = 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 />#5 REBAR <br />MIN. <br />AT <br />(1) REQ'D <br />�� <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />a <br />#5 REBAR AT TOP <br />A <br />° n <br />—.0—C.M.U. <br />A A <br />GROUT <br />MIN. (1) REG'D ° Q 1.1/2" CLEAR <br />a <br />• <br />° < <br />x <br />J = <br />o <br />S2 2! ¢ ° 4 C.M.U. <br />0 ~ <br />5 REBAR AT <br />U n g w <br />BOTTOM OF <br />o ' - <br />o <br />LINTEL CAVITY <br />o OW 0 rn '_3d <br />1 4 `Q <br />_.BOTTOM <br />O ci OLu <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />m <br />i a 0 6 ,p ,p <br />¢ •' oi� 5 REBAR AT BOTTC <br />�r ¢ � �° �, 4° AS INDICATED <br />7-5/8"ACTUAL <br />'NOMINAL WIDTH <br />(VARIES) <br />u~i 6 <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 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 cementiUuos coating. See contractor specifications <br />CO <br />4'-0" LL <br />OE <br />6-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4"=1'-0" <br />�;�111111 ! D ittll/rrrr <br />N\��� <br />�/ • G 11r <br />' �NT6 <br />F <br />Q 0.IL <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Ronda Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W ,p <br />N lJi <br />0 ff n w <br />W COF- C'J� }3} LL LL a <br />Q � M WW <br />LL LL a <br />Z� 0o <br />13 <br />0: (a N m <br />W i-;; ¢oa <br />(4) <br />_ � No o_J <br />N cn Q J <br />WU ❑�❑ <br />U' <br />z_ <br />z <br />Z <br />a � <br />U) <br />Z <br />� <br />LL <br />A <br />N <br />w <br />U � � <br />0 L" <br />�N <br />,U„ <br />u <br />C-4 o <br />o <br />rci <br />M <br />H <br />J <br />L <br />Lc�F <br />GO <br />oLL <br />3 <br />qpqp <br />V <br />� <br />�S <br />o� <br />oa <br />o� <br />Z <br />C14o ro <br />It <br />�03 <br />Ji <br />r <br />'O <br />rD <br />C'0 C <br />^ <br />X <br />r;i0 <br />QLL <br />`YQz <br />Z <br />Cn J <br />N <br />Ftl <br />02! <br />Zz <br />a0 <br />W <br />ilaC <br />U <br />C � <br />o <br />T <br />y" <br />�cle) <br />J <br />.! <br />00 <br />CO <br />X ' <br />Q <br />C s <br />CO <br />ice' <br />v O <br />r <br />N <br />0) <br />" r <br />L0 <br />T00 <br />0o0 0 <br />T <br />E <br />z <br />c T N <br />E 0 <br />z <br />m <br />a. <br />E w <br />U _J Q <br />JOB <br />NO: 20-6577 <br />SCALE : AS NOTED <br />SHEET NO. <br />8 <br />