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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 repar 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 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 />MNFMOM MEMO <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF400B/1T 81`321B/1T <br />FORM do GROUT SOLID <br />O W <br />�U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />Y' LINTEL DETAIL <br />SCALE = N.T.S. <br />'MOM <br />US <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 />w <br />6F 16- B/1 T <br />Q <br />J <br />Z <br />iD <br />Z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />MATERIALS <br />cTf precasMntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" 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 />#5RE <br />MIN. <br />AT TOP <br />(1) RQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />e <br />° <br />d <br />.M.U. <br />#5 REBAR AT TOP <br />4 <br />o <br />D <br />d ° d <br />° <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />d d <br />4 <br />° <br />GROUT <br />J Q <br />a <br />d <br />rn H <br />Q <br />C.M.U. <br />5 REBAR AT <br />= — w <br />mn <br />4 <br />° 0 <br />BOTTOM OF <br />a uJ <br />w O <br />"*—BOTTOM <br />LINTEL CAVITY <br />Lu rn 0 <br />Lu <br />O <br />n <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />0 U Z <br />Q < U m <br />0 � <br />O u <br />Q =' C1 <br />D D <br />#5 REBAR AT BOTTC <br />5/8"ACTUAL <br />OMINAL WIDTH <br />� a <br />�o �, �o <br />AS INDICATED <br />(VARIES) <br />U) <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 />M <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 O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: %4'=l'-0" <br />It If 1Itf/!/4Z' <br />N��y,0XIFl <br />�O W N <br />.<- <br />°°°gas t ' • �, <br />�' <br />; <br />• Mki <br />FU <br />E S S\O'�P�' <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 />Residental 6th Edition. 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