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0 <br />LINTEL PLAN NOTES: <br />AID '.oe: ° d' ° = ° °° 1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />o INFORMATION ONLY. <br />O O O O o° ,' o <br />8F8-113/1T 8F8-0BJ1T - 8RF6-013/1T 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 />U-0 <br />U <br />0 0 0 0 0 0 o BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />8RF14-1B/1T8RF14-OB/1T 8F16-1B/1T 8F16-0B/1T <br />° °'' COORDINATED WITH THE ELEVATION DRAWINGS <br />© O O O o 0 0 0 o 0 <br />8F20-1B/1T 8F20-0B/1T 8F20-16-4. THE CONTRACTOR IS RESPONSIBLE FOR <br />0 8 24-1B/o so 4 06/0 COORDINATING THE PROPER LINTEL HEIGHT. <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 />#5REBAR <br />ATTOP <br />F = FILLED WITH <br />IN. <br />(1) REQ'D <br />GROUT / U = UNFILLED <br />R = RECESSED <br />CLEAR <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />4C.M.U. <br />6 F 16- B/ 1 T <br />Q <br />2 <br />, <br />° <br />W <br />T <br />z <br />e ° <br />d , <br />GROUT <br />tNOMINAL. L QUANTITY OF <br />e <br />SREBAR AT <br />WIDTH #5 REBAR AT <br />° C <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINAL- <br />0 <br />OTTOM REINFORCING <br />HEIGHT <br />PROVIDED IN LINTEL <br />7-5/8"ACTUAL <br />(VARIES) <br />8" NOMINAL WIDTH <br />MATERIALS <br />fc precast lintels = 3500 psi. <br />Pc prestressed lintels = 6000 psi. <br />§routed per ASTM C476 fg = 3000 psi w/ <br />4iaximum 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 />Nortar 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 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 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 C� O <br />Safe vertical load Safe horizontal load ■ <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP v <br />MIN. (1) REQ'D L 1-1/2" CLEAR <br />o <br />v -. <br />W t% L <br />G ui <br />C.M.U. <br />co U W <br />u��ryX <br />Lo G - <br />0=0 /\ H -5. FW/ \ - \ f. L� ' <br />oDaz 1 " <br />C U H m <br />OW rn i #5 REBAR AT BOTTOM <br />Z d Z x L Q MIN. (1) REQ'D <br />C <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 <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />— — — — — — — SYMMETRICAL <br />I nD nD nD nD nD nD <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />OMIN. OMIN. OMIN. <br />MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />CD <br />co <br />C-A X <br />LL <br />W U j) <br />P -'kbd <br />0 0 <br />g 0 = <br />W <br />,y1�al+Ins��yq E <br />� <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 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 />to <br />W a <br />o E <br />m <br />o <br />0 00 Q) N <br />N A,�° � <br />N M V z52S LL <br />Q ca -r S . 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