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UOO I � U-1 <br />8F8-11E1/1T 8F8-0B/1T <br />10 0 <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T <br />C V 9 <br />10 0 <br />8F16-0B/1T <br />0 D 0 <br />T) 8F20-1B/1T 81=20-013/1T <br />9 (R <br /><§�17=< <br />TYPE DESIGNATION <br />R <br />BAR AT TOP <br />F = FILLED WITH <br />IN. <br />(1) REQ'D <br />GROUT/ U = UNFILLED <br />1/2" <br />R = RECESSED <br />EAR <br />QTY. OF #5 <br />R EBAR @ BOTTOM <br />OF LINTEL CAVITY <br />M <br />< <br />bF16-IB/1T <br />< <br />§2 <br />'? <br />�2 <br />ZO <br />4 <br />GROUT <br />tNOMINAL QUANTITY OF <br />—45 REBAR AT <br />WIDTH #5 REBAR AT <br />0 <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINAL- <br />0 "�-BOTTOM <br />REINFORCING <br />HEIGHT <br />�— <br />PROVIDED IN LINTEL <br />--- <br />/ 7-5/8"ACTUAL <br />(VARIES) <br />7 <br />8"NOMINALWtDTH <br />MATERIALS <br />fc preca tels 3500 psi <br />Pc prestressed lintels = 6000 psi. <br />�routed per ASTM C476 fg = 3000 psi w/ <br />4taximum 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 />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 />Mortar per ASTM C270 type M or S. <br />GENERAL INSTALLATION N TES <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 U1 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— 1-112" CLEAR <br />uu <br />Lu <br />C. M. U. <br />80 L) CO <br />Z6 0 , X <br />1`1 6 0 <br />t, oo <br />ui <br />ul ui <br />Lid U—) 00 Z <br />U) <br />LU < <br />< L) <br />0 U-1 U) #5 REBAR AT BOTTOM <br />Z T Z <br />< 00 MIN. (1) REO'D <br />4-16 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 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 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 />LINTEL PLAN NOTES: <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />0 0 <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />8RF6—OB/lT <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />"T <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />0 0 <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />"0' <br />BF20-1 B-2T <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />0 01 <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />8F24-1E1/1T <br />8F24-0E1/1T <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 />N <br />01 <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />F- - - - - - - - - - - <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=V-0" <br />SYMMETRICAL <br />\�)MIN. '\�)MIN. :�)MIN. <br />MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=V-0" <br />SYMMETRICAL <br />0-1 <br />U-) :P 16W <br />CD r- C= <br />M <br />C14 <br />UJ <br />3: <br />CU <br />M <br />E <br />0 <br />C, <br />0 C) <br />0 <br />C) <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Flodda Building Code - <br />Residential 7th Edition. 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