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s <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 perACi 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, LOTTS <br />8F444 11 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F321 B/1T <br />FORM k GROUT SOLID <br />W e LU <br />�U <br />0 #5 BAR CONT. <br />8F 12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />I YF'C UColulliH11UIN <br />#5REBAR <br />MIN.(1)REQ'D <br />ATTOP <br />ALTERNATE POWERS <br />F=FILLED WITH <br />GROUT / U = UNFILLED <br />R=RECESSED <br />-1/2" <br />CLEAR <br />STEEL LINTEL <br />a ° <br />QTY. OF #5 <br />0 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />= <br />d ` <br />.M.U. <br />#5 REBAR AT TOP <br />° 4 <br />j <br />= <br />4- ° <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />8F 16- B/1 T <br />¢ <br />X <br />° <br />° ° <br />4 <br />co <br />0 <br />Z <br />D <br />r <br />- <br />a <br />GROUT <br />J <br />a <br />n <br />U) F <br />° 4 <br />C.M.U. <br />NOMINA QUANTITY OF <br />° <br />5 REBAR AT <br />= — to i j <br />— <br />a <br />WIDTH #5 REBAR AT <br />< C <br />BOTTOM OF <br />d z Lu <br />TOP <br />LINTEL CAVITY <br />o W 0 X w <br />n, <br />, <br />NOMINAL-c <br />—BOTTOM <br />0 d 0 r <br />Z <br />HEIGHT <br />REINFORCING <br />¢ ¢ C7 <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z LL W <br />D D <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ _' 0 <br />it a <br />�o �, �o <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />MATERIALS-16 <br />GAUGE POWERS <br />cif' precasTlintels = 3500 psi. <br />STEEL BOXED LINTEL <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 />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />1. Refer to manufacturer's specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />7132 wire per ASTM A510. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <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 />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 />applying the cementitiuos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />O <br />4'-0" LL <br />-8" LL <br />O <br />6-10" LL <br />LINTEL PLAN <br />SCALE: %4"=l'-0" <br />l <br />0 <br />I <br />N <br />z o <br />m <br />� N <br />z ¢ <br />O Q <br />z <br />J th <br />� N <br />M <br />I ) Z <br />W v lL <br />� <br />1—J <br />W D <br />0 <br />� <br />U a <br />O W <br />V) C E <br />Juft <br />� V U 00 <br />rn <br />E Em <br />Rigw � <br />— o g <br />i..,....... <br />i <br />c U) <br />¢ t <br />0 <br />m <br />�m <br />N N <br />b <br />C # <br />Z o n o w z <br />U) <br />pZo a <br />o U09 <br />QZ t t ppa��11'/ Ozja <br />-0 <br />� Q <br />QJ• L r"e <br />\ <br />O a <br />M <br />ny O FE S 5 I O <br />TO the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />ti <br />o <br />co <br />zo <br />w <br />z <br />LL.z <br />c6 <br />Q E <br />o <br />Wo <br />y <br />¢� <br />z <br />I= O <br />F_ rQ <br />J <br />X <br />�q <br />°w t <br />00� <br />o <br />N <br />LZ <br />i <br />o <br />d Z <br />J <br />ro <br />C/) <br />- � <br />o< <br />O <br />mp <br />z, <br />N <br />W <br />N � <br />pg <br />2O <br />N W <br />�EE <br />oz <br />=� <br />�o <br />O <br />O <br />CL7 <br />w¢ <br />0E- <br />= <br />U� <br />C <br />� T <br />>M <br />L <br />co <br />C <br />N <br />.-. <br />M <br />_J <br />O <br />Q <br />3� `� <br />N <br />0— <br />m <br />r <br />Ltd <br />rn <br />Z <br />Ln <br />o <br />2 co CrD- � <br />LO <br />T <br />r <br />ai <br />M N <br />.0 <br />M <br />Z <br />N N i <br />E O <br />Z <br />!1 <br />E <br />U 0 Q <br />J <br />JOB <br />NO : 19-5901 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />