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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 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 />IHIMAINJI&I <br />FORM do GROUT SOLID <br />jr-o � ' �w <br />�U <br />#5 BAR CONT. <br />8F12-1B/1T <br />O <br />Y' LINTEL DETAIL <br />SCALE = N.T.S. <br />MEN <br />M 0 <br />MR01 <br />1: <br />IS <br />0 <br />N <br />M <br />a <br />0 <br />=0 <br />RELM-1 <br />M Oil <br />I Yr IVIV <br />#SREBAR <br />MIN. <br />AT Q'D <br />(1) REQ'D <br />ALTERNATE POWERS <br />I LED WIIVHI <br />F =FILLED WITH <br />GROUT /U=UNFILLED <br />R = RECESSED <br />C LEAR <br />STEEL LINTEL <br />n ° <br />QTY. OF #5 <br />O <br />° < <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />d <br />.M.U. <br />#5 REBARATTOP <br />J¢ <br />ul <br />d° d <br />MIN. (1) REQ'D 1-1/2" CLEAR <br />8 F 16- B/ 1 T <br />a= <br />` <br />d <br />N <br />z <br />d <br />G <br />GROUT <br />t <br />Y <br />r J 0 <br />tNOMINAL.L QUANTITY OF <br />d <br />5 REBAR AT <br />= ro w C.M.U. <br />WIDTH #5 REBAR AT <br />e <br />BOTTOM OF <br />a 'Louz '. rri <br />O <br />TOP <br />LINTEL CAVITY <br />w ul <br />pW <br />NOMINAL-° <br />-BOTTOM <br />o = d o z <br />HEIGHT <br />REINFORCING <br />¢ ¢ C7 ¢ 7 <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z LL o w <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ _' C7 ` #5 REBAR AT BOTTOA <br />Oa <br />(VARIES) <br />U) � it n AS INDICATED <br />16 GAUGE POWERS <br />MATERIALS <br />c-T i' pr�Tntels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />ONLY IF NOTED ON LINTEL PLAN <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />1. Refer to manufacturers specifications for installation. <br />6. Reber per ASTM A615 Grade 60. <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 />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 />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) 10d <br />NAILS & (8) Y"x1 J" 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 ORY2" <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 />ot SEE PLAN <br />I I T/WALL <br />I Id^ <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />1 WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = V-0" <br />O O <br />5'-10" LL 13'-0" LL <br />MIN.E <br />17'-4" LL <br />LINTEL PLAN <br />SCALE: Y4"=1'-0" <br />O <br />8'-0" LL <br />O <br />4'-6" LL <br />(D <br />4'-6" LL <br />MIN.B <br />5'-8" LL <br />N <br />ca <br />N <br />0 <br />V <br />a <br />:w <br />t <br />cz. V_ c <br />u = ch <br />M m k <br />»:�- <br />N <br />VQ <br />gn d C* Ci <br />Q N <br />CIA W a, <br />m <br />C, <br />R d u d <br />c <br />CC o <br />0 <br />e <br />S <br />F 1-0 <br />To the best of the Engineers 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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