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LINTEL PLAN NOTES: <br />ao - ;o"° ao °; 'p °; 9 `. 90` C3"°: jo THIS PLAN IS TO BE USED FOR STRUCTURAL <br />0) INFORMATION ONLY. <br />8F8-1B/1T 8F8-OB/1T = 8RF6-oBr� 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />0a . °` e TO BE ASSUMED TO BE 16 MINIMUM DEPTH. <br />° © 3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />0 U10", O U <br />.'0 BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />8RF14-1B/1T 8RF14-OB/1T 8F16-16/1T 8F16-OB/1T ; �; 0 0 0 0 °; o ' 0 COORDINATED WITH THE ELEVATION DRAWINGS <br />8F20-16/1T 8F20-013/1T "o- 8F20-1B-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR <br />® 0 0 0 0 0 COORDINATING THE PROPER LINTEL HEIGHT. <br />8F24-1B/1T .8F24-0B/1T <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />0 DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />TYPE DESIGNATION <br />#5 REBAR <br />AT TOP <br />F = FILLED WITH <br />MIN. <br />(1) REQ'D <br />GROUT / U = UNFILLED <br />1/2" <br />a <br />R = RECESSED <br />4-1 <br />CLEAR <br />QTY. OF #5 <br />>° <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />aC.M.U. <br />4 <br />8 F 16— B/ 1 T <br />- <br />a <br />J <br />° <br />,Z� <br />z <br />a ° <br />GROUT <br />tNOMINAL.QUANTITY OF <br />5 REBAR AT <br />WIDTH #5 REBAR AT <br />° O <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINAL- <br />BOTTOM REINFORCING <br />HEIGHT <br />PROVIDED IN LINTEL <br />7-5/8"ACTUAL <br />(VARIES) <br />8" NOMINAL WIDTH <br />ATERIALS <br />ifc precast lintels = 3500 psi. <br />Pc prestressed lintels = 6000 psi. <br />§routed per ASTM C476 fg = 3000 psi wl <br />43aximum 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 />7132 wire per ASTM A510. <br />Mortar 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 W360 vertical deflection, except lintels 1 T-4" and <br />longer with a nominal height of 8" meet or exceed L/180. <br />6, Bottom field added rebar to be located at the bottom of the lintel cavity. <br />7• 7132" 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 />O <br />Safe vertical load Safe horizontal load — . <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP v n <br />MIN. (1) REQ'D G 1-1/2" CLEAR <br />D <br />r` <br />W \/ <br />IW— � C.M.U. <br />opUrA <br />n� 0 <br />rno.� <l. — <br />2 W W W <br />'0. <br />DQ�`2 v e Z6 U <br />O in <br />OW�ID <br />5 REBAR AT BOTTOM <br />rzQ G O 2O C L < MIN. (1) REQ'D <br />cnLLl-� C, <br />—16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALTO <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 />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />r <br />nD nD nD nD nD <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />(E)MIN. )MIN. (E)MIN. <br />MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />MIN. <br />SYMMETRICAL <br />in L <br />R <br />Y <br />�•�� <br />w+ <br />1t <br />X <br />1 <br />,� pp Asyss11jj pp+ e♦ �. <br />C <br />..< <br />f>u <br />ut <br />�.°a4 <br />t• 4� <br />�f,igtC�Cr>m. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition, Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />W <br />Q <br />d E <br />O M 8 <br />CZ <br />Q <br />� c m <br />u�i wr <br />N <br />Lqo? <br />� � c, ° n <br />fp <br />M V � IL <br />C L <br />U- LL W <br />W <br />�Q <br />V <br />Jt�" <br />W <br />CC1 <br />Jig <br />9 8 <br />o 01 <br />W <br />o@n <br />(0 T a) ixw <br />Z <br />ILW <br />LL <br />g? MZ a <br />W <br />❑1:1 <br />V m <br />93 <br />04 0 <br />O o <br />co <br />93 <br />o <br />N <br />M <br />a <br />_ <br />0 <br />0 <br />w � <br />®o <br />O <br />Z*V) <br />Ln <br />Lij <br />� <br />F— v) <br />Max <br />(U <br />w � <br />wig <br />r <br />1 <br />AG <br />N <br />4i <br />a <br />W <br />M <br />z <br />o� <br />z <br />QE <br />z� <br />oo <br />z <br />¢� <br />zo <br />oo: <br />E <br />�o <br />coo <br />O <br />N <br />�z <br />woo <br />¢ <br />dz <br />L <br />Cn <br />❑ <br />m <br />°� <br />U) Q? <br />U <br />N m <br />i7� <br />z <br />< w <br />J <br />oa <br />gv, <br />go <br />Q <br />w� <br />a <br />yw <br />�o <br />�— <br />00 <br />w <br />¢ <br />c� t- <br />}° <br />co <br />w <br />o6 <br />a0 <br />U� <br />C •O 0 <br />E2 <br />rn <br />cc <br />CN <br />GCS <br />L <br />M <br />M <br />M <br />N <br />�7 <br />CN <br />r <br />Ob <br />00 <br />m <br />M <br />r <br />CV <br />N <br />I— <br />O <br />ISM <br />N <br />Gil <br />r <br />CQ <br />T <br />N <br />E <br />c:3C0 <br />(.0o <br />z <br />z <br />E T— <br />N <br />Q <br />U - <br />io <br />Q 0 <br />-� <br />JOB <br />NO: 22-06565-06560 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L 1 <br />