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� �� �rulr�!J�I■ �� ���w■�r•��w wwuuwuu �r•>� �■I �■ <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 AC1530 <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 �1 .0 <br />Safe vertical load Safe horizontal load — I <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />I <br />s' <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />�/ <br />FORM do GROUT SOLID <br />0Y <br />O J <br />O #5 BAR CONT. <br />8F12-1B/1T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />no <br />M <br />E <br />f <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @BOTTOM <br />OF LINTEL CAVITY <br />U16— <br />B/1 T <br />F- <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />cT-P p�Tntels = 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 />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#SREBAR AT ALTERNATE POWERS <br />MIN. (1) REQ'D <br />12 <br />° CLEAR STEEL LINTEL <br />a <br />° ° .M.U. #5 REBAR AT TOP <br />a ° A MIN. (1) REQ'D ° Q 1-1/2" CLEAR <br />° ri <br />a <br />�°° <br />GROUT <br />D <br />Q �. <br />° <br />n O <br />�Q D F � <br />° 4 <br />C.M.U. <br />5 REBAR AT <br />= (0 rn i j <br />- <br />4 <br />° <br />BOTTOM OF <br />a ((nn Z <br />0 <br />o <br />LINTEL CAVITY <br />o V (n <br />ui <br />\ `� <br />-BOTTOM <br />(¢d2�- <br />z <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />a ¢ c7 a <br />Z LL O w ,n <br />b 3 � <br />E <br />_ <br />p <br />#5 REBAR AT BC <br />AS INDICATED <br />7-5/8"ACTUAL <br />'NOMINAL WIDTH <br />(VARIES) <br />U--)� i6 <br />°I ° <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 />F �B) <br />5-10" LL 6-6" LL <br />OF, <br />L <br />4'-6" LL 4'-6" LL <br />OE MIN. <br />174"ILL <br />UF 5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />C� <br />Z o <br />z� <br />Q <br />J <br />o_ <br />I� z <br />^^V), (D <br />W <br />C� <br />�U <br />O <br />120 <br />E <br />U <br />0 c) <br />m <br />a� Cl) <br />W <br />F— E <br />C M M <br />12 C N <br />O O o <br />7 S <br />U <br />= M 000 <br />1 o <br />L Y <br />Q CD <br />p <br />QV O <br />R <br />BDe <br />rE <br />• • <br />1. 'm � <br />J <br />C .�.,. ,v'• <br />y z <br />HOC nk <br />tl •J <br />U, lL <br />U4 <br />LLIO N .a' <br />Q. Z a-, -J <br />d ,ry <br />To the best of the Engineer ¢*!j�gjkR ation, and <br />belief, the structural plans and spec a ions 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 />Z" <br />0 � N <br />U.) M O <br />M <br />a <br />a <br />Ln�LN <br />L <br />Q <br />CY-1 V CL 00 <br />Q <br />E u <br />Z (U <br />W <br />J � <br />�z <br />ar <br />Z <br />f¢ <br />w¢�a <br />UZOO <br />ZLuwM <br />Z 6 <br />� OOw <br />O�2u_ <br />V wrL <br />0g <br />T 0 <br />J <br />T <br />f {Zu <br />Z — <br />fu <br />< <br />O <br />Z <br />W <br />U <br />0— <br />W <br />L <br />ow <br />0 <br />aV <br />I- 0 <br />0 <br />z <br />Lu <br />o <br />Z w <br />Q <br />N <br />$C� in <br />Z <br />°` <br />w�wO <br />J <br />r-( <br />LJ.I <br />F Z <br />,uJ <br />rn <br />Zug <br />p <br />Z <br />tj <br />s <br />m <br />O <br />oo <br />Z <br />15= <br />JO <br />Z <br />LJ <br />rn <br />T__I <br />a <br />cn <br />f <br />SCALE : AS NOTED <br />DATE : 12/28/2017 <br />TECH: ERAND <br />VERSION NO. 10 <br />SHEET NO. <br />8.0 <br />