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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 L/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, 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 veritcal (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 />ELM- <br />0 MM 0000 <br />FORM & GROUT SOLID <br />o ? W <br />�U <br />O5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />on <br />10 <br />00 <br />no <br />on <br />EmrW-fil <br />1 <br />TYPE DESIGNATION <br />#5REBAR <br />MIN. <br />AT <br />(1) REQ'D <br />ALTERNATE POWERS <br />F =FILLED WITH <br />GROUT /U=UNFILLED <br />R = RECESSED <br />CLEAR <br />STEEL LINTEL <br />a ° <br />QTY. OF #5 <br />�d <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />9 <br />#5 REBAR AT TOP <br />¢ <br />w <br />a° a <br />MIN. (1) REQ'D— <br />1-112" CLEAR <br />8F16- B/1T <br />= <br />z <br />° n <br />b0_ <br />- <br />L6 <br />z <br />n <br />a <br />GROUT <br />tNOMINAL.QUANTITY <br />— <br />OFt <br />5 REBAR AT <br />a - z <br />C.M.U. <br />WIDTH #5 REBAR AT <br />o <br />O <br />BOTTOM OF <br />F W <br />a- m — <br />TOP <br />o <br />LINTEL CAVITY <br />o Lu 0 rn w <br />NOMINAL -—BOTTOM <br />O uJ U O Z <br />HEIGHT <br />REINFORCING <br />PROVIDED IN <br />¢ ¢ C7 <br />z �= o w n <br />7-5/8"ACTUAL <br />LINTEL <br />¢ =' d � cNo <br />#5 REBAR AT BOTTC <br />8" NOMINAL WIDTH <br />(VARIES) <br />t~n a <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 />16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60, <br />1. Refer to manufacturer's specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />7/32 wire per ASTM A510. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <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 />g g pp p <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 />applying the cementitiuos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <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 />O O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />M <br />QV - <br />CC= <br />c a <br />� � o <br />Cm. 01i <br />C CC U CV <br />3 U:� a <br />c <br />to N cz W <br />� `-4 <br />¢ , <br />cv F •• c <br />Ot <br />pit . 02 m <br />u � <br />.� cn <br />c � <br />� o <br />cli <br />FIL <br />O��at0e *te. <br />riPar • i� <br />fs�Jdj't3dB��Rki1Ak��``' <br />To the best of the Engineer s knowledge, informal on and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. 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