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0J a <br />0 0 0 0 <br />8F8-1 B/1 T 8F8-OB/1 T <br />:0, <br />0 0 <br />8RF14-1B/1T8RF14-0B11T 81F16-113/1T <br />(0) V 9 <br />�0" <br />8F16-0B/1T <br />0 0 0 0. <br />81`20-113/1T 8F20-0B/1T <br />4 (f� <br />< <br />TYPE DESIGNATI N <br />#5 REBAR <br />AT TOP <br />F = FILLED WITH <br />MIN. <br />(1) REQ'D <br />GROUT/ U = UNFILLED <br />1/2" <br />4 4J <br />R = RECESSED <br />LEAR <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />0 <br />4 <br />< <br />LU <br />i <br />16 <br />1-- <br />< <br />o <br />a� <br />0 <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 <br />TTOM REINFORCING <br />HEIGHT <br />IN LINTEL <br />--77![BPOROVIDED <br />7-5/8"ACTUAL ___�(VARIES) <br />8" NOMINAL WIDT . H . <br />MATERIALS <br />fc precast lintels 3500 psi. <br />2c prestressed lintels = 6000 psi. <br />§routed per ASTM C476 fg = 3000 psi wl <br />Maximum 3/8" aggregate and 8" to 11 " slump. <br />Concrete masonry units (CM U) per ASTM C90 wl <br />minimum net area compressive strength = 1900 psi. <br />Rebar 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 />91ortar per ASTM C270 type M or S. <br />GENERAL INSTALLATION NOTES <br />1 . Provide full mortar head and bed joints. <br />2. Shore filled fintels 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 L11 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 />Lu <br />ud C. M. U, <br />U) <br />b <br />X: ui W U�j <br />LU 0 Z <br />0 U) <br />0 CO <br />CC LU <br />< 0 <br />a w #5 REBAR AT BOTTOM <br />< MIN. (1) REO'D <br />00 <br />U) <br />LL <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 />Lo <br />8RF6-0B/1T <br />U00, <br />0 0 <br />8F20-1 B-2T <br />0 <br />10 0 <br />(K) <br />8F24-1 B/1 T <br />8F24-0B/1T <br />T <br />(4) <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 />MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=V-0" <br />SYMMETRICAL <br />I <br />C%J <br />C= <br />LU <br />cm <br />M <br />1 <br />Lf <br />W C-4 <br />C6 10 <br />cu <br />CM <br />E <br />CD <br />X� <br />0 <br />UJ <br />.4 Item— <br />qV" <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings com ply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. 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