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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 / . 0 <br />Safe vertical load + Safe horizontal load \— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />1, ; FORM & GROUT SOLID <br />t ct <br />8F8-16/1T 8F8-0B/1T 8RF6-0B/1T <br />AO © © O O o <br />Olt O O O O O #5 BAR CONT. <br />8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 81`16-1B/1T 8F12-1B/1T <br /># © O O © 0 8F220-0B/1T O <br />© "V" LINTEL DETAIL <br />r�_* _ M 7_7 R 7W. _TM SCALE =N.T.S. <br />E 0 <br />on <br />MEN <br />ME <br />Kamm <br />r r FILLED <br />VEDWI Vf1l IVIV <br />F =FILLED WITH <br />#5 REBAR AT CI'D <br />MIN. (1) REQ'D <br />ALTERNATE POWERS <br />GROUT / U <br />= UNFILLED <br />d ° <br />•1/2" <br />R=RECESSED <br />CLEAR <br />STEEL LINTEL <br />QTY. OF #5 <br />° a <br />FO <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />M. U. <br />#5 REBAR AT TOP <br />�¢ <br />_ <br />MIN. (1) REQ'D <br />4 <br />1-1/2" CLEAR <br />6 F 16- <br />B/ 1 T <br />00 <br />z <br />° <br />0o <br />g <br />Z <br />° ° <br />G <br />T <br />U <br />a <br />GROUT <br />I\ J o <br />a � <br />NOMINA <br />QUANTITY OF <br />5 REBAR AT <br />U)rn <br />4 <br />C.M.U. <br />WIDTH <br />#5 REBAR AT <br />a <br />O <br />BOTTOM OF <br />U)i 'W_ <br />4 <br />NOMINA <br />TOP <br />o <br />LINTEL CAVITY <br />o o X � <br />` <br />-BOTTOMLu <br />owrr Cj O Z <br />HEIGHT <br />REINFORCING <br />4 ¢ C7 a <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z LL W Ln <br />D D <br />8" NOMINAL WIDTH LINTEL <br />¢ - (7 3 m <br />#5 REBAR AT BOTTC <br />(VARIES) <br />0) rn Ir a <br />�o �, Qo <br />AS INDICATED <br />MATERIALS <br />cTf precast intels = 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 />7132 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 />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 6'-6" LL <br />OF <br />5'-10" LL <br />l � J MIN. <br />17�44" ILL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: l4"=1'-0" <br />f <br />R. 3 tij <br />U <br />�r <br />® <br />F4O <br />••; <br />ROFESS10a <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 <br />Flodda Building Code - <br />Residential 6th Edition. 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