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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 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 �� . O <br />Safe vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F441B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />FORM & GROUT SOLID <br />W <br />O • r U <br />#5 BAR CONT. <br />8F12-1B/1T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />Simi <br />INS <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />= <br />0 <br />J <br />w <br />8F16— B/1T <br />¢ <br />0 <br />Lh <br />Z <br />r <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAi. <br />o <br />HEIGHT <br />MATERIALS <br />c"i—f precas T-intels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <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 ALTERNATE POWERS <br />MIN. (1) 1)REQ'QD D <br />1� LEAR STEEL LINTEL <br />C <br />O <br />d .M.U. #5 REBAR AT TOP <br />4- c MIN. (1) REQ'D Q 1-1/2" CLEAR <br />° <br />as a <br />a <br />- <br />D D <br />GROUT <br />J Q <br />Q <br />A <br />� rn <br />C.M.U. <br />5 REBAR AT <br />= o w <br />d <br />° <br />BOTTOM OF <br />I- m w <br />0 <br />LINTEL CAVITY <br />LUw u, <br />Lu <br />1 o <br />Z_" <br />-BOTTOM <br />o d O z <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />a a Ci <br />Er <br />Z� LL a w <br />¢ �'> <br />�L <br />D D <br />#5 REBAR AT B( <br />7-5/8"ACTUAL <br />40MINAL WIDTH <br />cNo <br />¢ a <br />�A �, Qo <br />AS INDICATED <br />(VARIES) <br />U) u> <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 />4'-6" LL 4'-6" LL <br />O O <br />5-10" LL <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />CD 19 <br />r <br />th <br />O <br />Z <br /><C <br />u) <br />0 <br />N CD <br />crs <br />w <br />OLU <br />E <br />rti <br />(/) r -CI) <br />o m 04 r- <br />C) <br />— E <br />04 <br />�M <br />Tu -9 N <br />U <br />U19F T= <br />00 0 <br />U_ 00O <br />EM 8n <br />`n o- <br />9a o <br />N C H.D.0 <br />� <br />® <br />t <br />•, <br />.� .. <br />IO�laaL'g <br />co <br />�•�.P <br />5ov <br />,+N��M <br />glil 1ei c+I f` \ <br />i tL <br />fil- <br />, <br />m,••: <br />LL4 i4 <br />W <br />To the best of the EnPineer's k �,r�ftq>ri@ d <br />belief, the Ions t87t �i"ned <br />structural and s e r3 <br />p <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. 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Y <br />Lu <br />U2a'ma <br />z<2 <br />N <br />J <br />w wa z <br />coact <br />8 Iu X <br />190 <br />z <br />N <br />N <br />aa,_ <br />J <br />ri <br />~p 8 <br />LL! <br />Z <br />g <br />d- <br />a <br />z <br />� uJ <br />Lin <br />Z <br />of <br />C <br />o' <br />m <br />� <br />06 <br />Q <br />J <br />= <br />a V) <br />i- 4 <br />t- <br />(n <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION NO. 10 <br />SHEET NO. <br />8.0 <br />