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imp <br />00 <br />N <br />l0 <br />L0 <br />.f• <br />J <br />0 <br />I <br />N <br />m <br />N <br />J <br />0 <br />I <br />N <br />I/M <br />N <br />O <br />C <br />19 <br />LO <br />L <br />X <br />at <br />tz <br />N <br />N <br />S <br />O <br />CL <br />th <br />O <br />n <br />0 <br />d <br />N <br />N <br />LO <br />11.2 <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 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, 7132" 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.20-0630.16 and 20-0630.15. <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 verttcal (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 .O <br />Safe vertical load Safe horizontal load _ I <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, L01TS <br />Is 0 0 1 1: <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F32113/1T <br />FORM dt GROUT SOLID <br />q <br />0 /5 BAR CONT. <br />8F12-1 B/1 T <br />0 <br />Y' LINTEL DETAIL <br />SCALE 2 N.T.S. <br />RMEM <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8 F 16- <br />B/ 1 T <br />tNOMINAL <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />v' <br />MATERIALS <br />cTf pre��ntels = 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 />#5 REBAR AT TOP <br />IN. (1) REQ'D <br />d ♦ -1/2n <br />CLEAR <br />e ° <br />♦ <br />G .M.U. <br />♦° <br />° <br />° ♦ <br />G <br />GROUT <br />♦ <br />5 REBAR AT <br />• <br />BOTTOM OF <br />LINTEL CAVIT <br />OTTOM <br />REINFORCING <br />7-518"ACTUAL <br />PROVIDED IN <br />'NOMINAL WIDTH <br />LINTEL <br />(VARIES) <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 />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP - <br />MIN. (1) REQ'D 1-1/2" CLEAR <br />J = <br />SQ C.M.I <br />r W <br />OV0rnJ <br />O (Lru U <br />�<0 <br />QLLO�u�N <br />1��� 5REBARATE <br />AS INDICATED <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 manufacturers specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturers 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 />LINTEL PLAN NOTES: <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />4'-6" LL <br />E ) MIN. <br />T-4" LL <br />CE <br />6'-6" LL <br />E, <br />>'--10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4"=1'-0" <br />N <br />H � <br />_o <br />j C <br />ai ,D <br />s <br />0 <br />c,i on. n p <br />eo y e"s <br />N <br />rd <br />W <br />0 <br />Q b <br />_W N <br />°i a, Y <br />d 4� d <br />of = <br />m <br />cr u _ Q <br />io cu i <br />o.d a+.a <br />61 <br />C <br />47, <br />Uj <br />.�, ,p '•, • (G <br />�°r/•�TO �9SI01A����'ti <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 2020 Florida Building Code - <br />Residential 7th Edition. 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