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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 shoud 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 />------- <br />GENERAL CONCRETE LINTEL SCHEDULE <br />------- --------- IAPPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALffY, LOTTS <br />3 € <br />Kamm <br />le <br />81`44 1 B/1 T8F40 1 B/1 T 8RF40 OB/1T 81`32 1 B/1T <br />FORM do GROUT SOLID <br />CV Q <br />O r W <br />�U <br />O #5 BAR CONT. <br />8F12-1B/1T <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />I <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 />Lu <br />8 F 16- B/ 1 T <br />F= <br />J <br />6 <br />Z <br />tNOMINAL QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINALJ <br />0 <br />HEIGHT <br />MATERIALS <br />c precast mtels = 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.. <br />(1)REBAR AT TOP <br />(1) REQ'D <br />1!2 <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />a e <br />a O d <br />G <br />M.U. <br />#5 REBAR AT TOP <br />e� a <br />0 <br />GROUT <br />MIN.(1)REQ'D ° 4 1-1/2"CLEAR <br />0 <br />- <br />D <br />a <br />e e <br />G <br />• <br />Q 4 <br />O <br />U ar< ccQ C.M.U. <br />e <br />5 REBAR AT <br />= - U) w <br />O <br />BOTTOM OF <br />r-- 0 ? w - <br />U5 4 <br />LINTEL CAVITY <br />o W o t~n <br />W. xO \ <br />OTTOM <br />d ul " <br />REINFORCING <br />a ¢ C7 Co _, <br />�` <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z Ci w 0 D D <br />¢ ' O 3:C'4 #5 REBAR AT BOTTC <br />Qo A, Qo <br />JOMINAL WIDTH <br />(VARIES) <br />U) � a AS INDICATED <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 />O O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: %4"=1 r-0" <br />n <br />c::J <br />•� IS E ' <br />�9*' <br />n <br />-- J ��� <br />'. o <br />. <br />E:1, <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specfications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. 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