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Cp <br />m <br />M <br />M <br />P <br />0 <br />C <br />Cr <br />cn <br />0 <br />M <br />to <br />0 <br />O <br />m <br />P <br />LO <br />L <br />0 <br />a <br />rT <br />0 <br />to <br />co <br />co <br />0 <br />1 <br />>v <br />0 <br />'v- <br />N <br />as - <br />FL <br />F�- <br />E <br />0 <br />d <br />y <br />C7 <br />I.� <br />eZO <br />0 <br />vl <br />N <br />U <br />N <br />0 <br />51, <br />N <br />0 <br />LO <br />0 <br />a. <br />M <br />0 <br />Q <br />m <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.20-0630.16 and 20-0630.15. <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 �� . 0 <br />Safe vertical load + Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />LWA <br />• • O • O• ©• © • • <br />1 1: <br />8F44 11B/1T8F401B/1T 8RF40OB11T 8F321B11T <br />�/ "E) � <br />FORM & GROUT SOLID <br />W <br />O #5 BAR CONT. <br />8F12-1B/1T <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />C <br />. .■ <br />■ <br />■ w <br />n N <br />■ ■ <br />EE <br />E <br />- Ep <br />- <br />�pEE <br />■ ■ <br />� i <br />� <br />- <br />E <br />E <br />i <br />i <br />� � <br />i <br />E <br />1 <br />�E <br />• • <br />• • <br />• • <br />• • <br />• • <br />• • <br />• • <br />• • <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />JC <br />8 F 16- <br />B/ 1 T <br />C2 <br />tNOMINAL. <br />QUANTITYOF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />ci -F prec- s Tmtels = 3500 psi. <br />2, f c 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. 270low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#SREBAR <br />MIN. <br />ATTOP <br />(1) REQ'D <br />L/EAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />d n <br />C7 <br />G -A <br />q <br />.M.U. <br />#5 REBAR AT TOP <br />w <br />a ° a <br />MIN. (1) RECl'D ° <br />1.1/2" CLEAR <br />Z <br />Q <br />z <br />° <br />e a a <br />z <br />GROUT <br />GD <br />° <br />J L <br />d <br />N N ° <br />C.M.U. <br />5 REBAR AT <br />= U) to w <br />z <br />° O <br />BOTTOM OF <br />-, in w <br />w 0 Q <br />o <br />LINTEL CAVITY <br />V (S <br />-BOTTOM <br />REINFORCING <br />R <br />PROVIDED IN <br />D�UOZ <br />¢ ¢ C7 <br />o n ' <br />Z / p <br />� <br />- <br />7-5/8"ACTUAL <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ _' C3 <br />n X a. n, v <br />5 REBAR AT BOTTON <br />AS INDICATED <br />(VARIES) <br />(~n o 3 <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. /N <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 />LINTEL PLAN NOTES: <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />4'-6" LL <br />O <br />4'-2" LL <br />O <br />4'-2" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4'=1'-0" <br />t� <br />=a <br />W <br />CD <br />cm <br />6• <br />�r- <br />CJ n, <br />® fil <br />- <br />'n .a = ,O <br />W f0 <br />4 <br />co w <br />e� <br />m n c <br />cc <br />d <br />y Q � <br />_.. <br />_ <br />O O <br />G V <br />- <br />i <br />O <br />v- <br />0 viviv <br />'lyy'. �,+'��� rye•, •♦ <br />t: LO� <br />u <br />To the best of the Engineer's knowledge, information and belief, <br />the structure) plans and spedfications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />An Edition. 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