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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.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 vertcal (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 <br />Safe verticalload Safe horizontal load ` ■ O <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />a : yo <br />:�i:: 8RF6-0B/1T , o O <br />O 0 <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T <br />© © S <br />8F44 1B/1T81`40 1B/1T 8RF40OB/1T 8F321B/1T <br />EI <br />E <br />1 1: <br />W <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16- <br />B/1T <br />tNOMINAI <br />L QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cT-P- preca rinteis = 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 wl <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 />FORM & GROUT SOLID <br />Q J <br />`- U <br />0 #5 BAR CONS. <br />8F12-1 B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />- E <br />=_ <br />IMEE <br />E� <br />#5 REBAR AT TOPALTERNATE POWERS <br />aD <br />MIN. (1) REQ'D <br />LEAR STEEL LINTEL <br />Q M.U. 1 #5 REBAR AT TOP <br />° e MIN. (1) REO'D ° d 1-1/2" CLEAR <br />a <br />4 GROUT <br />n _j <br />co < it <br />d <br />C <br />a <br />5 REBAR AT <br />= — rn w <br />(D <br />- <br />4 <br />BOTTOM OF <br />W <br />w W 0 <br />LINTEL CAVITY <br />t~n <br />OTTOM <br />o ir Li O <br />REINFORCING <br />t7 <br />Q <br />/8"ACTUAL PROVIDED IN <br />NINAL WIDTH <br />u. <br />Z — p in <br />D D <br />LINTEL <br />F WDICA <br />R n <br />Q p Q <br />AS MBAR <br />(VARIES) <br />rn u� ¢ <br />o a <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 cemendbuos coating. See contractor specifications <br />O <br />4'-0" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4'=l'-0" <br />i <br />pNN N <br />0-9 <br />_./ <br />, C� <br />Ca ., Q t� <br />IN1 ` L <br />• <br />R <br />\ oJ'�• <br />F E S S\Q````\��� <br />!rf,�f�,t(FE6ililtt <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. 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