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-v <br />S <br />m <br />rn <br />v7 <br />N <br />0 <br />J <br />O <br />M <br />i <br />m <br />n <br />LO <br />L0 <br />v <br />C0 <br />0 <br />Q <br />cn <br />0 <br />J <br />LL0 <br />C <br />0 <br />N <br />rC <br />L0 <br />v <br />v <br />N <br />S <br />v. <br />2 <br />Q <br />N <br />N <br />a <br />E <br />FE <br />0 <br />J <br />LZ <br />M <br />0 <br />N <br />S <br />O <br />CL <br />N <br />N <br />to <br />-�h <br />ai <br />v <br />0 <br />d <br />Z <br />S <br />m <br />v <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 1_/360 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 AC1318 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 / . O <br />Safe vertical load Safe horizontal load `— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />N1 NEI 01 �El <br />8F44 1B/1T8F40 1B/1T 8RF40OB/1T 8F321B/1T <br />FORM & GROUT SOLID <br />I J <br />- r U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />SEE <br />'m <br />ME <br />00 <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R =RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />W <br />U16- <br />WlT <br />F J <br />¢ <br />' z <br />t <br />� <br />NOMINA <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />cTintels = 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 <br />IN. <br />ATTOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />d d C <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />d° d <br />GROUT <br />MIN. (1) REQ'D"• <br />" _ <br />'... <br />1-1/2" CLEAR <br />0 <br />d° d <br />5 REBAR AT <br />= — to w <br />e O <br />BOTTOM OF <br />LINTEL CAVITY <br />a ? Lu <br />0 to <br />U LIJ <br />OTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />0 Lu Ci— <br />cr <br />°z Fi w a <br />¢ _' (7 <br />#5 REBAR AT BOTTON <br />7-5/8"ACTUAL <br />NOMINAL WIDTH 7 <br />(VARIES) <br />U) � M a :' <br />AS INDICATED <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 />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 />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 a@ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />5'-10" LL <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6-3" LL <br />O MIN. <br />17'-4" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-Bl <br />SCALE: %4"=1'-0" <br />4 <br />'N <br />� o . <br />0 <br />Y � <br />co a� o <br />Cn <br />V N <br />y m C= <br />Q d ca <br />C-4 cc <br />ar Q.,t as <br />w C <br />'> E <br />cu <br />o . <br />a'i C C <br />N Q'� <br />C E <br />GL U <br />M <br />N <br />O <br />[V <br />co <br />CV <br />0 <br />pR?fir I'F" <br />:.I <br />lo�,P `,"••SSA'" "• i,: ' 1 't i.; r„j^i,...f`."��a <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 2020 Florida Building Code <br />- <br />Residential 7th Edition. 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