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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 L/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 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 �� . O <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />1�mi MPE- I I I�E' <br />8F441B/1T8F401B/1T 8RF40OB/lT 8F321B/1T <br />FORM & GROUT SOLID <br />(V <br />O W <br />' r J <br />�U <br />05 BAR CONT, <br />81712-1 B/1 T <br />O <br />V LINTEL DETAIL <br />SCALE = N.T.S. <br />01ME00 <br />Elm <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />81-16- <br />B/1 TLO <br />U <br />a <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />c7f precasMintels = 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 />MIN. <br />AT TOPALTERNATE <br />(i) REQ'D <br />CLLEEAR <br />POWERS <br />STEEL LINTEL <br />° 4 <br />n O a <br />< <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />e ° n <br />c <br />GROUT <br />MIN. (1) REQ'D <br />1-1/2"CLEAR <br />a <br />n a <br />° v <br />n J <br />H w <br />f C.M.U. <br />A <br />5 REBAR AT <br />= T to w <br />< <br />BOTTOM OF <br />a to ? Lu <br />LOU O <br />o <br />LINTEL CAVITY <br />w cn <br />-BOTTOM <br />REINFORCING <br />e PROVIDED IN <br />LINTEL <br />o L.0 ci o z <br />¢ ¢ C7 <br />z �-` o w r <br />a Ci <br />5 REBAR AT BOTTON <br />7-5/8"ACTUAL <br />NOMINAL WIDTH <br />(VARIES) <br />~n d <br />S INDICATED <br />7"6GAUGE 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 @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />5'-Z <br />O <br />3'-8" LL <br />O <br />8'-8" LL <br />MIN. (�) <br />17'-4" LL <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />O <br />9'-0" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-O" <br />2C <br />c. <br />=2 <br />o <br />m � <br />> W <br />0 <br />C <br />a,n <br />c <a:w <br />C4 <br />N c � O � <br />4S e <br />2 <br />� 651 <br />CD o <br />z 3 co <br />M m <br />03 to <br />W Q- <br />C E <br />C, <br />>Z v <br />M <br />N <br />0 <br />N <br />O <br />0 <br />r' X., <br />5 <br />� <br />tiryc <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 <br />Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />Q <br />�E <br />U <br />N <br />�F♦ <br />V <br />O p <br />N O <br />P <br />� L0C 7 ik <br />p <br />0 LL <br />a <br />coN <br />c J w <br />Cm <br />Z <br />Ju.LL a <br />: a <br />m <br />W <br />U) <br />Z <br />LL <br />00 <br />N N Z <br />N <br />Z <br />OU < 0 <br />co <br />W <br />❑IBM <br />z N ih <br />o o <br />co N <br />z o � <br />Q <br />J - <br />m <br />N <br />cn <br />X� <br />O <br />w o <br />Ly N <br />_ <br />U � <br />c <br />w � <br />f- J E <br />L U <br />z• <br />III <br />o <br />L" <br />Nq <br />N aT <br />o <br />M <br />U <br />Z <br />< <br />_1 <br />LL N <br />E <br />zo <br />- <br />Z <br />¢ N <br />tz p <br />E � <br />sF <br />Z <br />z® <br />oa <br />0 <br />00 <br />o <br />o <br />o � <br />¢ <br />o¢ <br />�_ <br />L <br />�Z <br />C <br />Q om <br />< <br />s� <br />Z <br />J <br />U <br />a� <br />�z <br />cn 3 <br />g< <br />go <br />�z <br />NW <br />O <br />m <br />2 <br /><0 <br />= F <br />� . <br />O <br />oLL <br />-W <br />W F <br />=� <br />> O <br />d- <br />zIW°d" <br />O <br />U <br />N O <br />= <br />>LO <br />J <br />0 <br />d' <br />`a <br />0 <br />a) <br />O <br />(Q Lo <br />N <br />N <br />^ <br />°o <br />N <br />U) <br />L0 <br />m <br />4- <br />O <br />`./ <br />� <br />0 <br />LL <br />Y <br />m <br />O <br />N <br />r*1 <br />N <br />LO <br />r <br />Q <br />W <br />T <br />r <br />N <br />ELO <br />O <br />Z <br />M <br />� <br />E N <br />N <br />a <br />v <br />� <br />JOB <br />NO: <br />23-04907 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />