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0J <br />0 0 <br />8F8-1B/1T <br />A) <br />0 0 <br />8F8-013/1 T <br />7: <br />D 0 <br />8RF14-1 B/1T 8RF14-013/11T 8F16-1B/1T <br />C (a 9 <br />�O <br />E� E­, NEE <br />=r <br />D <br />8F16-0B/1T .'0- <br />0 D 0 <br />T) 8120-113/11T 81`20-013/11T <br />A (R <br />< <br />TYPE DESIGNATION <br />45 REBAR <br />AT TOP <br />F = FILLED WITH <br />MIN. <br />(1) REQ'D <br />GROUT / U = UNFILLED <br />1 /2" <br />4 <br />R RECESSED <br />4__,___�LEAR <br />QTY. OF #5 <br />F_ R EBAR @ BOTTOM <br />OF LINT EL CAVITY <br />< <br />8F16- B/1T <br />82 <br />'? <br />0 <br />4 <br />-GROUT <br />tNOMINAL. QUANTITY OF <br />--#5 REBAR AT <br />WIDTH #5 REBAR AT <br />0 <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINAL— <br />0 04W-BOTTOM <br />REINFORCING <br />HEIGHT <br />PROVIDED IN LINTEL <br />(VARIES) <br />7-5/ ACTUAL�J, <br />8" NC <br />MATERIALS <br />fc precast lintels 3500 psi. <br />Vc prestressed lintels = 6000 psi. <br />§routed per ASTM C476 f g = 3000 psi w/ <br />4baximurn 3/8" aggregate and 8" to 11 " slump. <br />Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />fRebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />270 low relaxation. <br />7/32 wire per ASTM A51 0. <br />&ortar per ASTM C270 type M or S. <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 L/1 80. <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.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 vertical (gravity and uplift) and horizontal (lateral) <br />loads should be checked for combine loading with the following equation: <br />Applied vertical load Applied horizontal load <br />+ <1 <br />Safe vertical load Safe horizontal load .0 <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D-- 1-1/2" CLEAR <br />C. M. U. <br />U) <br />��x <br />0 <br />P M . I <br />.0 M. 02 <br />Ln 0 Z <br />(n CL <br />U) <br />LU <br />Ui (,n --d #5 REBAR T BOTTOM <br /><-= MIN. (1) REQ'D <br />00 <br />1__ Cr <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 top and <br />bottom of all Powers Steel lintels. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitious coating. See contractor specifications <br />"o, <br />01 <br />8RF6-0B/1T <br />0, <br />0 0 <br />8F20-1 B-2T' <br />0 0 <br />D <br />8F24-1 B/1 T <br />8F24-0B/1T <br />T <br />q <br />N <br />N <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 />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=V-0" <br />SYMMETRICAL <br />I <br />(�)MIN. (�)MIN. (�)MIN. <br />MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />4r <br />C%J <br />C=2 <br />C2 <br />cc U CCZ1 <br />Cjn �"e <br />W <br />C2_ <br />E <br />go W IV <br />Y" <br />C <br />11�' <br />co'l <br />7 +_ <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. 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