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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 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 />vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />4.1 <br />It <br />O '♦•O O •O O O <br />8F8-16/1T 8F8-0B/1T 8RF6 OB/1T ,• <br />o o O o <br />8RF14-1B/1T0F14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/lT <br />FORM & GROUr SOLID <br />•:r. _ tY <br />Q N Q <br />r- J <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />0 <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />INUA <br />Kamm <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />w <br />8 F 16- <br />B/ 1 T <br />Q <br />�tQUANTITY <br />Z <br />tNOMINAI <br />OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />c�preca rintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 3/8" 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. Reber 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 />#SREBARATTOP ALTERNATE POWERS <br />MIN. (1) REQ'D <br />° STEEL LINTEL <br />e • <br />• <br />° ,pf.U, #5 REBAR AT TOP <br />e < MIN. (1) REQ'D ° Q 1-1/2"CLEAR <br />a <br />a _ <br />e° GROUT <br />A <br />5 REBAR AT <br />• BOTTOM OF <br />11 JD <br />� ir <br />= - y , j <br />> <br />° d <br />C.M.U. <br />- <br />d <br />LINTEL CAVITY <br />o <br />V O riu <br />n <br />-BOTTOM <br />�UJ UUXW <br />U <br />REINFORCING <br />Q < k7 (r_J <br />1 _ <br />7-5/8"ACTUAL PROVIDED IN <br />" NOMINAL WIDTH <br />t] Lu N <br />O 3 <br />> /� D <br />1 <br />5 REBAR AT B( <br />LINTEL <br />m <br />¢ <br />�° �, �° <br />INDICATED <br />(VARIES) <br />r~iu <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 manufacturers specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturers 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/detalls 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 a@ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />4'-0" LL <br />O <br />6-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: V=1'4' <br />Ill/ <br />0W <br />� L •'N <br />ti J \ v <br />•; <br />G <br />U� 0` <br />LU <br />de <br />N <br />_P <br />To the best of the Engineers knowledge, information and belief, <br />the swctural plans and spedflcations contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. 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