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0) <br />0 0 <br />8F8-1B/1T <br />0 0 <br />8F8-0B/1T <br />0 D <br />8RF14-1B/1T8RF14-06/1T 8F16-1B11T <br />F <br />D <br />8F16-0B/1T 0 <br />01 <br />8F[020-113/1T 81`20-013/1T <br />(0) (R <br />< <br />TYPE DESIGNATION <br />#5 R <br />BAR AT TOP <br />F = FILLED WITH <br />MIN. <br />(1) REQ-D <br />I <br />GROUT / U = UNFILLED <br />4 <br />R = RECESSED <br />4-1 <br />=_4LEAR <br />QTY. OF #5 <br />4 0 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />4 <br />< <br />4 <br />6—i'B/1 T <br />bo <br />< <br />2 <br />0 <br />Z <br />4 4 <br />4 <br />GROUT <br />tNOMINAL. QUANTITY OF <br />--45 RE BAR AT <br />WIDTH #5 REBAR AT <br />4 0 <br />0 <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINAL— <br />0 O'W—BOTTOM <br />REINFORCING <br />HEIGHT <br />PROVIDED IN LINTEL <br />7-5'8"ACTUAL <br />IVARIES1 <br />8" NOMINAL WIDTH <br />MATERIALS <br />Ic precast lintels 3500 psi, <br />2c prestressed lintels = 6000 psi. <br />§routed per ASTIM C476 fg = 3000 psi wl <br />Maximum 3/8" aggregate and 8" to 11" slump. <br />Concrete masonry units (CMU) 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 lintels as required. <br />3, Installation of lintel must comply with the architectural and/or structural drawings. <br />4. U-1-intels 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 1-1360 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.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 ASTIM 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 V <br />MIK (1) REQ-D— A 1-112" CLEAR <br />ui <br />uJ C. M, U. <br />0 X <br />.0 <br />Wom <br />b <br />M LIU uu U., <br />DO T 0 Z <br />U) 0- <br />c i <br />o -J <br />X UJ C,1 F, <br />< () �q <br />a U-1 U) 0 #51REBARATBOTTOM <br />zmz�� <br />�<— <�l MIN. (1) RECI'D <br />U) �6 <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 />0 0 <br />8 F24-1 6/1 T <br />T <br />Ire <br />F — <br />0 0 <br />8F24-0B/1T <br />I U0 <br />0 0 <br />8RF6-OB/1 T <br />� J, <br />0 0 <br />8F20-1 B-2T <br />t <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 />CD) nD nD nD nD (D <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 />C) <br />co <br />F- 5 <br />C14 <br />0 co <br />CL N <br />CL 00 >< <br />cc U- <br />-0 0 <br />C C-4 <br />M C:> <br />0 C-4 <br />(D <br />0-.r <br />E <br />0 <br />L) <br />a) <br />a) 0- -0 <br />> <br />E c: <br />M 0 0 <br />CZ <br />0 UA <br />ZS <br />�7�- <br />C=> <br />-0 <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 <br />Flodda Building Code - <br />Residential <br />7th Edition, Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />oo <br />0- E co <br />C5 CD <br />0 <br />(D -0 a) <br />co u) Lu <br />13 <br />1) <br />CL <br />L-L <br />cl 7 L� <br />cu LL LL CL w <br />-j - - W 0 <br />Z <br />'0 <br />i.-E-2 <br />4 9 R) 0 -j <br />:5 'Fo 04 (0 M <br />W <br />W <br />0 2E <br />U) < <br />L <br />o, r- <br />n lcol Z W �n 0 <br />N <br />< <br />Z <br />W <br />11 E] <br />- 7 <br />4-1 <br />0 <br />Ul <br />Ln <br />LLj <br />E <br />i14 —ISO <br />< <br />w <br />cy�- <br />z <br />o <br />z <br />z <br />U- <br />r6 E <br />z <br />o <br />< <br />Q- 8 <br />E <br />­ <br />co <br />F <br />m o <br />< <br />co <br />o <br />E <br />(4 <br />It <br /><1 <br />w <br />w <br />U:) <br /><z <br />c. <br />o <br />o T <br />z, <br />z <br />Z <br />z <br />0 <br />� 8 <br />W <br />21 < <br />< o <br />z <br />c3 <br />o <br />C:) <br />a) <br />> <br />cc <br />CN <br />0 <br />C.0 <br />L-0 <br />CN <br />00 <br />co <br />1111-0 <br />CNJ <br />Cr <br />C:) <br />80 <br />U) o <br />llza- <br />+-11 <br />C�4 <br />0 <br />04 <br />L0 <br />LO <br />04 <br />C:) <br />C:) <br />CF) <br />c.6 <br />q <br />04 <br />LO <br />E <br />c) <br />04 <br />0 <br />cc <br />Z <br />E T— <br />E <br />�j <br />0 ;j <br />0 <br />-J <br />-0 <br />< <br />JOB <br />NO: 21-01148-01143 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L 1 <br />-F-- I — <br />