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I I I -A I I _L I _A_ I ------- L <br />LINTEL PLAN NOTES: <br />C), <br />10 1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />11011, <br />u0c, INFORMATION ONLY. <br />0 0 <br />8F8-1B/1T 8F8-0B/1T 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />8RF6-0B/1T <br />7: <br />--I TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />=I:. -,F <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />0 0 0 0 0 0 BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />8RF14-1B/1T8RF14-0I31/1T 8F16-1B/1T 8F16-0B/1T ,o <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />(0) (D) g OF 10 01 C 0 0 <br />8F20-1 B/1 T 8F20-013/1T 18F20-,l 13-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR <br />(H—) 0 0 0 0 COORDINATING THE PROPER LINTEL HEIGHT. <br />8F24-1B/1T 8F24-OB/1 T (K) 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />01 DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />< 1__SU_< <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />61 T 16-ib/lT <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />OATERIALS <br />Ic precast lintels = 3500 psi. <br />2c prestressed lintels = 6000 psi. <br />§routed per ASTM C476 fg = 3000 psi w/ <br />Maximum 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 />Stebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />270 low relaxation. <br />7132 wire per ASTM A51 0. <br />Mortar per ASTM C270 type M or S. <br />.0 <br />L?5 <br />A <br />#5 REBAR AT TOP <br />MIN. (1) REO'D <br />4 1/2" <br />_1 LEAR <br />M, U, <br />LU <br />F <br />Z <br />0 <br />Z —GROUT <br />—45 REBAR AT <br />0 0 BOTTOM OF <br />LINTEL CAVITY <br />"W —BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />7-518 'ACTUAL"_ (VARIES) <br />OM A�L W1 <br />�Nl'N 6TH <br />GENERAL INSTALLATION N TES <br />1 . Provide full mortar head and bed joints <br />2. Shore filled lintefs as required. <br />3. Installation of lintel must comply with the architectural and/or structural drawings. <br />4. LI-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 L/360 vertical deflection, except lintels IT-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 />Safe vertical load Safe horizontal load <1 .0 <br />ALTERNATE POWERS <br />STEEL LINTEL <br />1-1/2" CLEAR <br />#5 REBAR AT TOP <br />MIN. (1) REO'D—.— <br />W <br />C. M. U. <br />uu) <br />dx <br />0 <br />b <br />Lu Lu <br />L /)6Z <br />uj <br />L) <br />0 LLi U) �a #5 REBAR AT BOTTOM <br />ZMK <br />= MK (1) RECI'D <br />00 <br />cr <br />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 <br />00 <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 />8'-0" <br />_B1 LINTEL <br />1 F�__ <br />0 <br />CE <br />CE <br />Mir <br />(�)MIN. (�)MIN. (�)MIN. <br />MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=V-0" <br />SYMMETRICAL <br />W <br />CZ <br />__2 <br />CL) <br />C,r <br />co a <br />I <br />+ — <br />C-4 <br />'�c <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineedng portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />W <br />E CN <br />Co <br />0) <br />C, <br />0 <br />t� — 21 <br />V) <br />(:01 "102 _- - <br />(14 0 <br />Iu W <br />u_ 1 <br />13 <br />M LL <br />_j Z <br />= 03 <br />Z <br />i <br />M <br />-rE 2M.'r, 0� �,O, <br />M W <br />W <br />C14 T < <br />00 r— c, m <br />(n C�l Z <br />W <br />LL <br />0 0 <br />,� Z Q M <br />U-) co <br />0 <br />C14 .. < <br />U C) Li Li Li <br />Z <br />W <br />(D �2 <br />1 71 7 <br />0 <br />4-1 <br />0 <br />Ln <br />U1 <br />U) <br />UGL <br />U <br />M <br />E <br />C-1 U) <br />< <br />Q <br />Cn <br />__j <br />Cd <br />E u <br />CZ <br />E <br />t <br />U3 <br />_j <br />C—D <br />2 <br />�j <br />0 <br />a) <br />> 00 <br />a) <br />co <br />ICY) <br />T <br />M <br />0 <br />F_ <br />Co cN <br />LL <br />CN <br />CN <br />Cr <br />E <br />60 <br />W <br />co <br />C"-4 <br />00 <br />0 <br />LO <br />Cy <br />CN <br />00 C-4 <br />(0 C:) <br />C:> <br />M <br />Z� 04 <br />Lf.) <br />c.6 <br />CY) <br />E <br />U') <br />CC <br />Z <br />E <br />C <br />C <br />M <br />E <br />0 <br />_j <br />< <br />C <br />a) <br />-1 <br />JOB NO: 23-75747-0575 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L 1 <br />