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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 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. 7132" 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.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 uptift) 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 />8F8-1B/1T 8F8-0B/1T 81RF6-0B/1T <br />AO © © O O O O <br />O O O O <br />8RF14-1B/1T 8RF14-OB/1T 8F16-OBMT 81716-16/1T <br />8F441B/1T8F40 11311T 8RF40OB/1T 81`321B/1T <br />FORM & GROUT SOLID <br />o �w <br />�U <br />O #5 BAR CONT. <br />8F12-1B/1T <br />O " O <br />8F20-0B/1T © 4'-0" LL <br />© W" LINTEL DETAIL O <br />SCALE = N.T.S. <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 />W <br />8F16— <br />B/1 T <br />a <br />OD <br />o <br />L6 z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c-ii precaas Tmtels = 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 />#5 <br />MIN..REBAR(1)(1) <br />AT TOP <br />REC!'D <br />/21 <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />a O a <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />4 <br />° <br />D <br />a ° n <br />a <br />MIN. (1) REO'D <br />1-1/2" CLEAR <br />° <br />c <br />GROUT <br />Q L <br />e <br />to <br />Q <br />C.M.U. <br />5 REBAR AT <br />= U) rn i j <br />O <br />BOTTOM OF <br />n ? W <br />w 0 U) <br />o "*-BOTTOM <br />LINTEL CAVITY <br />V Lu <br />` <br />0CCUOZ <br />L <br />REINFORCING <br />¢ ¢ C7 Co <br />u_ <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />z o W n <br />¢ --b m <br />D <br />i <br />�o A <br />#5 REBAR AT BOTTO <br />AS INDICATED <br />'NOMINAL WIDTH <br />(VARIES) <br />(nui a <br />, o <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 <br />SCALE: %4"=1'-0" <br />G=_ <br />0 <br />n <br />C <br />N <br />Q <br />— m� <br />N <br />z Q <br />o <br />� ¢ <br />J (h <br />0_ N <br />M <br />t ) <br />W O <br />1 j <br />T C!7 Y <br />C) OQ <br />� Q <br />0 w — <br />V) E <br />�N � <br />o <br />� <br />U 0° <br />w m <br />m <br />oil — o g <br />zi <br />= a <br />C) ''o 6 <br />e' 0 <br />• <br />® 0 <br />`L It o> <br />m <br />N N <br />O p Ib <br />Z <br />I" J i O O W <br />W a C"" �(3 a <br />LU <br />Z �1< <br />Z <br />q^ <br />v <br />W <br />ncD <br />�\ <br />naF CJC-30 <br />6 <br />/r R�fiESStae, NN <br />el"If/11111t14',�`�`���` <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 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 />o <br />Co <br />M <br />Wo <br />W <br />z <br />z¢ <br />LPL <br />1�. 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