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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 1_/360 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, 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 verttcal (gravity and uplift) and horizontal (lateral) <br />loads shoud be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load �� . O <br />Safe vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />0 O <br />O.�•O O ,O <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />© 0• 0 O 0 <br />8RF14-1B/1T 8RF14-0B/1T <br />© O <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1 B/lT <br />at <br />O• O <br />O•.:' O <br />8F16-0B/1T 8F16-1B/1T <br />O � <br />O O <br />8F20-08/1 T <br />FORM & GROUT SOLID <br />r LLI <br />0 #5 BAR CONT. <br />8F 12-1 B/1 T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T,S. <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 />J <br />81-16- <br />B/1T <br />U <br />a <br />ib <br />tNOMINAL <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#S REBARAT <br />MIN. <br />TOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />- <br />q d <br />d 0 d <br />#5 REBAR AT TOP <br />_ <br />° <br />q <br />.M.U. <br />w <br />d° d <br />MIN. (1)REO'D - ` <br />1-1/2"CLEAR <br />J <br />Z <br />° <br />_. <br />d <br />dq ° <br />z <br />GROUT <br />C.M.U. <br />5 REBAR AT <br />= m w <br />° O <br />BOTTOM OF <br />a U)? Lu <br />o <br />LINTEL CAVITY <br />Q U O V) <br />OTTOM <br />oLtiO� <br />REINFORCING <br />PROVIDED IN <br />Q ¢ rs oo _ <br />z a tj w u, > > <br />- <br />7-5/8"ACTUAL <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ _' r1 cNo <br />5 REBAR AT BOTTC <br />(VARIES) <br />U) Ln tr a C%- <br />n <br />AS INDICATED <br />MATERIALS <br />c precast intels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <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 at top <br />see lintel plan/details for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitiuos coating. See contractor specifications <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 />1 Ill ITS[ T l <br />- - _. - I I -. F ,.: i_ 11 h'i 'Ili. I; L 1 11 ci.-_Lil _1 <br />O <br />5'-10" LL <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6'-0" LL <br />C <br />5-10" LL <br />OE MIN. <br />17'-4" LL <br />LINTEL PLAN - E <br />C. <br />fL_ <br />C!> <br />r <br />2- � <br />R <br />X <br />co <br />c'ti a <br />to ; to O �-• <br />cc <br />m _ar <br />am X <br />m.¢L c <br />S <br />CP <br />cC � so <br />u � <br />�qJ <br />rs <br />o <br />,a. <br />�l`ts bF6�Sy pk <br />p'v" <br />�` • ell <br />' <br />eyF ,d ; yltii C. <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. 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