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_ I I I_ _11 t I I 1 <br />LINTEL PLAN NOTES: <br />° `�• °,�' -°� ° p01. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />o ° _ INFORMATION ONLY. <br />8F8-1B/1T 8F8-0B/1T r� - 8RF6-OB/0 2• UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />O - TO BE ASSUMED TO BE 16"MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />0 0 0 ° o `_ o o o - BETWEEN THE LINTEL &THE BOND BEAM SHOULD BE <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T O ° '-- ° <br />0 n o 0 0 0 o COORDINATED WITH THE ELEVATION DRAWINGS <br />�rJ 8F20-113/1T 8F20-06/1T 8F20-16-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR <br />U (H� 8F24-1B% T 8F24-OB/1T COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />O DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />< < J�QT=< 0(� <br />TYPE DESIGNATION <br />-#5 <br />REBAR <br />AT TOP <br />F = FILLED WITH <br />MIN. <br />(1) REQ'D <br />GROUT / U = UNFILLED <br />1/2" <br />Q <br />R = RECESSED <br />CLEAR <br />QTY. OF #5 <br />a <br />_-REBAR @ BOTTOM <br />° <br />_ <br />OF LINTEL CAVITY <br />J <br />_ <br />° ° <br />81-16— B/1T <br />N <br />oo <br />J <br />= <br />° <br />° <br />o <br />z <br />° - <br />- -GROUT <br />tNOMINA L QUANTITY OF <br />° <br />SREBAR AT <br />WIDTH #5 REBAR AT <br />° O <br />BOTTOM OF <br />TOP <br />Ev <br />LINTEL CAVITY <br />NOMINA <br />BOTTOM REINFORCING <br />HEIGHT <br />PROVIDED IN LINTEL <br />7-5/8"ACTUAL <br />(VARIES) <br />Ic precast lintels = 3500 psi. <br />Pc 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 />Rebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />270 low relaxation. <br />7/32 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 U360 vertical deflection, except lintels 17'-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 <1 .0 <br />Safe vertical load Safe horizontal load — I <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D----- - 1-1/2" CLEAR <br />a` <br />J <br />W <br />LU C.M.U. <br />ip cU � <br />nQ0 <br />0 m <br />SW WIn <br />J <br />W <br />W n0Z <br />�WIko <br />N <br />�o�' <br />o w - !n -- -0 - - #5 REBAR AT BOTTOM <br />G O M MIN. (1) REQ'D <br />ULLI-a _ <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 />ON <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />SYMMETRICAL (�) (�)(�) <br />MIN. MIN. MIN. <br />— - - — <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN_ <br />SCALE: 3/16"=1 °-0" <br />SYMMETRICAL <br />s� <br />cV <br />� W <br />c eaw� <br />y 10 O >✓ <br />N t <br />y OJ O <br />Q N Y <br />=d <br />'! M <br />Vl Q <br />c E <br />m <br />o <br />2 U <br />O <br />`J <br />`, •� S <br />• <br />fV <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 <br />7th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />N <br />W <br />a <br />E <br />S �8 <br />V <br />6 C J <br />0 <br />�� N"LL <br />iIi <br />I» <br />n h LL W <br />P EL a <br />Q <br />aj V 2�2 lL <br />C -J LL <br />II^^ <br />13 V <br />LL 55 Z <br />— r m 8 S <br />= <br />- ra v O o <br />L S M <br />m W Q <br />W <br />7,0N(p <br />JLu <br />Z <br />IL <br />N (h Z � (4 <br />t <br />Z <br />Ov ❑❑❑ <br />W <br />L� M <br />n � <br />U0 <br />a o <br />s <br />M <br />W U <br />0 <br />un <br />r N� <br />a <br />1 <br />T <br />U <br />_= <br />E U <br />n as <br />Kl4n <br />a <br />w <br />ZE� <br />a <br />m -. <br />Cn ra <br />C <br />,) <br />Z <br />Ch <br />xW <br />�J <br />CS <br />Z, <br />w <br />(J <br />C O <br />O <br />W <br />T <br />ly <br />Q� <br />U <br />co <br />i <br />rn <br />m <br />`-� <br />CN <br />N <br />CD <br />F- <br />� <br />L <br />� <br />C0 <br />M <br />tQ <br />L <br />L) <br />QT <br />LO <br />T <br />Q. <br />E <br />r <br />r <br />00 <br />m <br />co <br />V <br />T <br />Cr) <br />cD <br />LO <br />00 <br />N <br />00 0 <br />coZD <br />O <br />(M <br />Cfi <br />r <br />M T-- <br />r <br />L 1 <br />M <br />CM <br />i6 LO <br />o <br />Z <br />z <br />E r <br />E <br />N <br />� <br />cc <br />a <br />U � <br />Q p <br />JOB <br />NO: 23-05713-05718 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L 1 <br />