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it <br />0 <br />v <br />r <br />0 <br />rn <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 1_1360 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 AC1530 <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 wails 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 />8F441B/1T8F4018/1T 8RF400B/1T 8F321B/1T <br />FORM dt GROUT SOLID <br />�U <br />O #5 BAR COW. <br />8F12-1 B/1T <br />Q) <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />i <br />I <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 />8 F 16— <br />B/ 1 T <br />F <br />a <br />tNOMINAL. <br />to <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cTi' precas Thtels = 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 />#SREBAR AT TOP ALTERNATE POWERS <br />MIN. (1) REQ'D <br />SEAR STEEL LINTEL <br />a <br />e <br />a <br />° .M.U. #5 REBAR AT TOP <br />44 A MIN. (1) REO'D 4 1.1/2" CLEAR <br />• <br />a � <br />r ° <br />GROUT <br />_ <br />D <br />< <br />J <br />0 <br />Q <br />C.MA <br />e <br />5 REBAR AT <br />a w <br />_ <br />• BOTTOM OF <br />i7i Z w <br />u' <br />o <br />LINTEL CAVITY <br />2 v3 T <br />OTTOM <br />O �U <br />• <br />REINFORCING <br />< C7 J <br />7-5/8"ACTUAL <br />'NOMINAL WIDTH <br />PROVIDED IN <br />o 4L G W N <br />i7 3 <br />D <br />D <br />5 REBAR AT E <br />LINTEL <br />1 <br />�o �, <br />�o <br />AS INDICATED <br />(VARIES) <br />r~it u�i d'LC <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 coaling. See contractor specifications <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6-10" LL <br />LINTEL PLAN <br />SCALE: Y4'=V-0" <br />O <br />0 <br />0 <br />0 <br />Ur <br />z <br />z <br />z g <br />a v <br />d. <br />c� <br />N z <br />cry <br />LU <br />OLU <br />N <br />In � <br />m <br />ULU <br />Of <br />Q W <br />p m I� ONO <br />to � <br />W <br />Z m� m <br />WL z Rut tpi� <br />WN <br />elO <br />tom, <br />DNS E ''• <br />r <br />0 Cr: <br />U <br />'•, C <br />•" r LO •' <br />R <br />` <br />7�/% O F E S S \ol'"` <br />�"/? <br />ttIIIlilt' <�\ <br />To the best of the Engineer's knowledge, infortnalion and belief, <br />the structural plans and specifications contained within these <br />drawings amply with the 2017 Florida Building Code - <br />Residenfial 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />M <br />O <br />a <br />LJL <br />d O <br />O� <br />� W <br />2Q <br />l0 <br />Q M <br />g0 <br />W <br />w <br />C4V-± <br />L <br />M <br />QQ <br />m0 <br />H <br />� 0)C13 <br />.s 0) <br />J <br />m � <br />a " <br />ZLL <br />HsQ ,�� <br />W <br />g <br />0 <br />i <br />_r <br />aLL�� <br />w <br />NJ <br />�p <br />a <br />c <br />O <br />L <br />■> <br />c <br />cc <br />'N` <br />-1 <br />O <br />m RE <br />oc <br />�,— <br />T <br />a) <br />Z <br />Ln <br />CO N N <br />to <br />r <br />ui <br />Z <br />N <br />M N <br />CN y <br />c <br />Z_E <br />a <br />O <br />E u; <br />U ¢ p <br />c <br />3 <br />JOB <br />NO: 19-5904 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />