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3 <br />S <br />J <br />m <br />rn <br />r0 <br />L <br />v <br />D <br />0 <br />0 <br />0 <br />0 <br />J <br />M <br />0 <br />I <br />N <br />O] <br />LO <br />rn <br />LO <br />v <br />U) <br />C) <br />0 <br />0 <br />0 <br />J <br />rn <br />rn <br />0 <br />I <br />N <br />rn <br />LO <br />v <br />V) <br />0 <br />D1 <br />3 <br />H <br />Q <br />N <br />N <br />E <br />FT <br />CN <br />C <br />O <br />x <br />`v <br />C <br />G <br />J <br />Cn <br />17 <br />0 <br />46 <br />UI <br />U <br />N <br />0 <br />U <br />J <br />LZ <br />N <br />O <br />00 <br />cl- <br />v <br />a <br />a <br />CV <br />CV <br />00 <br />45 <br />0 <br />v <br />a <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 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.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 <1 .0 <br />Safe vertical load Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 81`321 13/1T <br />FORM & GROUT SOLID <br />UJ <br />(V Q <br />r U <br />O #5 BAR CONT. <br />81`12-1 B/1 T <br />O <br />W" LINTEL DETAIL <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J¢ <br />w <br />81-16- <br />B/1T <br />Q z <br />m � <br />Z <br />6 Z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />#S EBAR .(1)RE <br />MIN. <br />TTOP <br />(1) REQ'D <br />1/2" <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />d d <br />a O <br />d <br />° <br />a <br />.M.U. <br />#5 REBAR AT TOP <br />d ° d <br />GROUT <br />MIN. (1) REQ'D <br />- <br />1-1/2" CLEAR <br />° d d <br />a <br />° <br />< <br />° <br />C.M.U. <br />d <br />5 REBAR AT <br />U) <br />= - on w <br />lJ <br />;i <br />° O <br />BOTTOM OF <br />I cNn z w <br />~n <br />LINTEL CAVITY <br />o L) <br />0 <br />"*-BOTTOM <br />o it U O z <br />- - <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />m¢ < C7 °D K <br />Z LL <br />- w ,n <br />< _' O 3 N <br />` <br />#5 REBAR AT BOTTC <br />7-5/8"ACTUAL <br />NOMINAL WIDTH # <br />(VARIES) <br />u~i uJ a L <br /><' <br />AS INDICATED <br />MATERIALS <br />c�T precasMintels = 3500 psi. <br />2. f'c prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f'g = 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 />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 />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 />Q <br />4'-6" LL <br />O <br />5-10" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: %4"=V-0" <br />sv <br />sit <br />00 <br />G <br />ati <br />C-) <br />O <br />ch <br />C N b X <br />- <br />-o <br />�- o <br />4n V4 t <br />Vf y O m <br />Q r C'V <br />m <br />°c 3 eo <br />m y a» <br />d m <br />.= <br />c E <br />ra o <br />0 <br />- <br />' <br />R <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 <br />Florida Building Code - <br />Residential 7th Edition. 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