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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 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 vertcal (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 />81F44 1B/1T8F40 1B/1T 8RF400B/1T 817321B/1T <br />urn <br />FORM & GROUT SOLID <br />,. <br />s• <br />N W <br />o <br />� <br />LU <br />rU <br />5 BAR CONT. <br />8F12-1 B/1T <br />O <br />'Y LINTEL DETAIL <br />SCALE * N.T.S. <br />Elmo" <br />I <br />"OEM-1 <br />slim. <br />TYPE DESIGNATION <br />#5REBAR <br />MIN.(1)REoo <br />ATTOP <br />ALTERNATE POWERS <br />F=FILLED WITH <br />GROUT/ U=UNFILLED <br />= <br />R RECESSED <br />C LEAR <br />STEEL LINTEL <br />n <br />QTY. OF #5 <br />, O° <br />REBAR @BOTTOM <br />OF LINTEL CAVITY <br />2 <br />e ° <br />M.U. <br />#5 REBAR AT TOP <br />° <br />w <br />° ° ° <br />MIN. (1) REQ'D <br />1.112" CLEAR <br />81-16- B/1T <br />¢ <br />z' <br />z <br />GROUT <br />D 1 <br />r <br />< <br />t\ J M <br />V <br />QUANTITY OF <br />tNOMINAI.#5 <br />° <br />5 REBAR AT <br />`L' � <br />= � 0 w <br />° <br />C.M.U. <br />- <br />a <br />REBAR AT <br />WIDTH <br />e <br />BOTTOM OF <br />a U) ? � <br />TOP <br />o <br />LINTEL CAVITY <br />W U O W � <br />r <br />NOMINAL <br />-BOTTOM <br />o T d 0 <br />HEIGHT <br />REINFORCING <br />C ¢ (7 <br />7-5/8"ACTUAL <br />PROVIDED IN <br />ZLL <br />- O w ,n <br />J <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ -' (� � N <br />i <br />U L', C' <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />� - E <br />MATERIALS-16 <br />GAUGE POWERS <br />. c-preU sfTi"nteis = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f'g = 3000 psi w/ <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar 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 />7132 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 />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 cementiliuos 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 />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR <br />SIMPSON MSTAM36 STRAPS EACH STUD ((1) <br />STRAPS EACH SIDE) CENTERED W/ (13) 1Od <br />NAILS & (8) Y4"xi a' TAPCONS OR TITENS <br />*CENTER OF STRAP @ T/WALL TYP. U.N.O. <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y2" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN <br />'M T/WALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = 1'-0" <br />00 <br />(D <br />5'-10" LL <br />MIN. E <br />17'-4" LL <br />C <br />13'-0" LL <br />LINTEL PLAN -A <br />SCALE: Y4"=V-0" <br />O <br />8'-0" LL <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />MINB. <br />5-8" LL <br />ce <br />C= <br />C� <br />d -a <br />> W <br />QE or. cev.�:.. m <br />.«r <br />d wr <br />Pet <br />u <br />�. <br />N <br />C E <br />PO p <br />L <br />0 <br />1 <br />�,xxoll31(111t <br />��� °��jdryryi <br />0 rY , <br />G >\rL N <br />. <br />• <br />jZ Pj <br />�� <br />`y <br />{j <br />:�', U � e• sQ ' �4s `mot' <br />® 4Y" <br />., <br />OFar 0 <br />To the best of the Engineers knowledge, Info oration and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. 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