Laserfiche WebLink
TYPE DESIGNATION <br />#5REBAR <br />ATTOP <br />GENERAL INSTALLATION NOTES <br />F = FILLED WITH <br />MIN. <br />(1) REQ'D <br />1. Provide full mortar head and bed joints. <br />GROUT / U = UNFILLED <br />-1/2" <br />2. Shore filled lintels as required. <br />o ° <br />R = RECESSED <br />CLEAR <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 />QTY. OF #5 <br />vertical cell reinforcing and grouting. <br />REBAR @BOTTOM <br />5. All lintels meet or exceed L/360 vertical deflection, except lintels 1 T-4" and <br />OF LINTEL CAVITY <br />T <br />M.U. <br />longer with a nominal height of 8" meet or exceed U180. <br />w <br />a <br />° ° <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />x <br />° <br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />8 F 16- B/ 1 T <br />d <br />= <br />- ° <br />8 Cast -in -place concrete may be provided in composite lintel in lieu of concrete <br />masonry units. <br />° <br />° ° <br />J5 <br />p <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />z <br />° ° <br />GROUT <br />10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. <br />t <br />iD <br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have <br />LNOMINA QUANTITY OF <br />5 REBAR AT <br />a coating of stucco applied in accordance with ASTM C-926 or other approved <br />WIDTH #5 REBAR AT <br />TOP <br />° O <br />_ <br />BOTTOM OF <br />LINTEL CAVITY <br />coating. <br />12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) <br />NOMINAL- <br />° <br />OTTOM REINFORCING <br />loads should be checked for combine loading with the following equation: <br />HEIGHT <br />PROVIDED IN LINTEL <br />Applied vertical load Applied horizontal load --1 <br />7-5/8"AC TUAL <br />(VARIES) <br />Safe vertical load Safe horizontal load .0 <br />1. fc precast lintels = 3500 psi. 6. Rebar per ASTM A615 Grade 60. <br />2. fc prestressed lintels = 6000 psi. Prestressing strand per ASTM A416 grade <br />3. grouted per ASTM C476 fg = 3000 psi wl 7. 270 low relaxation. <br />4. maximum 3/8" aggregate and 8" to 11" slump. 7/32 wire per ASTM A510. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ 8. Mortar per ASTM C270 type M or S. <br />minimum net area compressive strength = 1900 psi. <br />�61 <br />N <br />U00 <br />O O 0 0 <br />O 0 <br />8F8-16/1T 8F8-0B/1T - - _ 8RF6-0B/1T <br />- U101:1-1 <br />O O C O O O C O <br />.0 <br />8RF14-1B/iT8RF14-OB/1T 8F16-16/1T 8F16-OB/1T <br />O - <br />© O 8F20-1 B/ T 8F20-0B/ T U 8F20-1 B-22T <br />O o 8F24-1 B/ T 8FF24-0B/1T �J <br />(./ O <br />I nD nD nD nD nD nD nD nD � <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />Cl <br />Cl <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 />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D 1-1/2" CLEAR <br />J �- <br />w <br />C.M.U. <br />DUX -_ <br />U)Pm <br />_ Q ir w rri <br />J <br />oEL <br />d� <br />o w (n #5 REBAR AT BOTTOM <br />Z ¢ o a xMIN. (1) REQ'D <br />(D 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 cementitiuos coating. See contractor specifications <br />OMIN. OMIN. OMIN. MIN.O <br />MIN. MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN_ <br />SCALE: 3/16"=1'-0" <br />K� <br />0 <br />N <br />ti o <br />� m v <br />> W <br />V o <br />0 c. <br />c p m SC <br />.N 2t fV <br />.q CV Y <br />E s c <br />s <br />m <br />- ca ar <br />C <br />M <br />fV <br />O <br />N <br />CV <br />N <br />rn <br />• o <br />1 <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 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />0 <br />F � � � N <br />�N (7 <br />f i ' O M 9M <br />0 W J <br />`- pp �j ik ll LL <br />J L.,.LL (L Z <br />2 <br />O <br />O � <br />z L ccK O Cc,o <br />r�co m <br />:3 M <br />W J Co <br />pjO' a <br />W Z <br />Z 00 <br />M Z O H <br />LLw <br />N <br />Z O U ❑Q❑ <br />2 <br />W <br />N <br />O <br />W <br />W QQ <br />r Q <br />0W r <br />N <br />� <br />4-1�Q <br />W"1 C <br />�' p <br />U <br />O^ ui o0 <br />U, ^I N <br />LJ J <br />�- E <br />� <br />0 <br />� <br />N <br />J <br />CL <br />N <br />n <br />UD J <br />S <br />rz <br />D <br />8 <br />`o <br />W <br />CS > <br />CS <br />ui .LL- <br />J ) <br />ui ul <br />V <br />wl¢ <br />O <br />O i- <br />N <br />[A <br />W <br />2 <br />01 <br />N <br />N <br />O <br />� <br />ICU � <br />d' <br />O <br />M <br />T <br />00 <br />T <br />Itf7 <br />OO <br />.2 <br />m <br />00 <br />r <br />4-J <br />0 <br />T_ <br />CN <br />co <br />N <br />Lo <br />}, <br />� <br />O <br />1.[7 <br />O <br />5 <br />Q O N <br />Lo <br />04 <br />ui <br />E <br />m <br />:. T' <br />E <br />C <br />o <br />Z <br />Z <br />E <br />`m <br />m <br />a- <br />E <br />U -J Q p <br />-J <br />JOB <br />NO: 23-12150-12153 <br />SCALE : AS NOTED <br />SHEET NO. <br />L 1 <br />