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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, 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.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 should 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 />8F44 1B/1T8F40 1B/1T 8RF400B/1T 81732113/1T <br />FORM k GROUT SOLID <br />' J _ Y U <br />05 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />f <br />SIMS <br />Milli <br />.9011�EIIMF <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 />Lll <br />81-16— B/1T <br />a <br />Z <br />Z <br />r <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />#S EBAR .(1)RETTOP ALTERNATE POWERS <br />IN <br />1) Q'D <br />1/2 Q CLEAR STEEL LINTEL <br />d <br />d <br />d .M.U. #5 REBAR AT TOP <br />4- d MIN. (1) REQ'D ° Q 1-1/2" CLEAR <br />o <br />a <br />dd <br />d <br />c <br />GROUT <br />n � p <br />5 REBAR AT <br />Ir <br />= — to w <br />O <br />BOTTOM OF <br />z H <br />a 'Lou O <br />LINTEL CAVITY <br />w rp <br />"*—BOTTOM <br />�craO� <br />REINFORCING <br />¢ ¢ 'j CoZ <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z LL p E n <br />40MINAL WIDTH <br />LINTEL <br />(VARIES) <br />Lu a <br />U) Ln X <br />MATERIALS <br />cT pr�Tintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fig = 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 />D D 1#5 REBAR AT E <br />Q Q AS INDICATED <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 />O <br />5'-10" LL <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6'-6" LL <br />OE MIN. <br />1 T-4" LL <br />5-10" LL <br />LINTEL PLANT <br />SCALE: %4"=V-0" <br />d <br />"L I <br />Q O <br />0 <br />Z N O <br />W <br />Z <br />� <br />o <br />rl � <br />t� z o <br />lL <br />�1 <br />Y <br />LL1 �- <br />LU <br />O. <br />V � a <br />O w <br />Li c E <br />�tJl � <br />wa <br />U m <br />rn <br />wwig� <br />) <br />= <br />Z-)o <br />U)0) <br />tffil <br />M <br />s <br />N <br />N <br />U) Z W O N Z <br />W ~Zl'BA,a�a w <br />ai <br />LL" % <br />14� <br />.4 <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />'c <br />CID <br />¢ <br />w <br />Z <br />C7 <br />M <br />U_ <br />E <br />m <br />o <br />2 <br />W O <br />Z¢ <br />Y m <br />< <br />a. <br />E: O <br />ru r6 <br />CL <br />� <br />o¢ <br />Z <br />00 <br />o¢ <br />IrmL <br />O E <br />ON <br />az <br />°ao <br />W 0 <br />aZ <br />rZ <br />C: <br />c <br />¢no i z <br />0. <br />U <br />0 <br />m0 <br />01 <br />Z <br />Y Z <br />N <br />3 <br />Q n <br />Z Z <br />go <br />Q � <br />0< <br />¢p <br />a <br />H� <br />o� <br />r� <br />CD <br />a F <br />�o <br />0 <br />.N <br />^L1 <br />W <br />I`J > <br />�N- L <br />O <br />O <br />�1 <br />LL <br />O <br />co <br />U <br />L <br />ca <br />r1i <br />r <br />r <br />ro <br />r <br />L0 <br />N O <br />T <br />T <br />0) <br />cM N <br />o <br />m <br />Z <br />M Q N <br />E Q <br />Z <br />m <br />c <br />0- <br />y <br />Ei <br />U � q p <br />c <br />JOB <br />NO: 19-5893 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />wil <br />