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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 U1 80. <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 <br />Safe vertical load Safe horizontal IoTd -1-0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />FORM & GROLrr SOLID <br />4L <br />U0, <br />0 <br />8F8-1 B/1 T 8F8-0B/1T 8RF6-0B/1T LLI <br />(A <br />9 Q 0 0 0 0 <br />0 0 0 0 #5 BAR CONT. <br />0 0 <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1 81=12-1131/11T <br />0 0 <br />• C) A T) 9 81720-0131/11T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />A., <br />% <br />I. <br />OVO <br />0 o <br />0 0 <br />o 0 .0 <br />0 <br />0 0 <br />0 0 <br />0 <br />o <br />.0 0 <br />.0 0 <br />0 0 <br />0 0 <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 81`32 1B/1T <br />8F32 0B/1T 8RF30 1 B/1 T 81`28 OB11T 8F28 <br />1B/1T 8F24-0B/1T 8F24-1B/1T 8F20-1B-2T 8F20-1B/1T <br />TYPE DESIGNATION <br />REBAR AT TOP <br />IN. (1) RECI'D <br />ALTERNATE POWERS <br />F = FILLED WITH <br />11 <br />GROUT / U = UNFILLED <br />R = RECESSED <br />4 <br />11Z <br />CLEAR <br />STEEL LINTEL <br />CITY. OF #5 <br />0 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />4 <br />#5 REBAR AT TOP <br />Lu <br />MIN. (1) IRECI'D_ <br />1-1/2" CLEAR <br />6- EB/1 T <br />ao <br />2 <br />4 <br />�5 <br />C) <br />Z <br />4 <br />'4 <br />-GROUT <br />t <br />&D <br />C.M.U. <br />NOMINAL, QUANTITY OF <br />4 <br />-#5 REBAR AT <br />= un <br />WIDTH #5 REBAR AT <br />< <br />BOTTOM OF <br />a 9 <br />W) 0 <br />TOP <br />0 <br />LINTEL CAVITY <br />LIJ 0) _U3 <br />I X uJ <br />NOMINAL- <br />"*-BOTTOM <br />Lu <br />0 Z <br />HEIGHT <br />REINFORCING <br />0 fr:4 <br />7-5/8"ACTUAL <br />PROVIDED IN <br />0Z 6 0 Lu Ln <br />8" NOMINAL WIDTH LINTEL <br />< b 3: - <br />�o 0 <br />�-co <br />-#5 REBAR AT BOTT01v <br />AS INDICATED <br />(VARIES) <br />Crul <br />L" . <br />MATERIALS <br />16 GAUGE POWERS <br />1� Fc prea-sl7intels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 30GO psi w/ <br />4. maximum 3/8" aggregate and 8" to 1 V slump. <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <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. 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 manufacturers specifications. <br />7/32 wire per ASTM A51 0. <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 />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />5. A bonding agent must be applied to the Steel Box lintels prior to <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 <br />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 />CONT. PRECAST "U" LINTEL <br />FILLED SOLID W/ 3000 PSI GROUT <br />(SEE LINTEL PLAN FOR MINIMUM <br />UPLIFT GROUT TO BE SIZE & REINFORCEMENT) <br />CONNECTOR FLUSH WITH STANDARD 90 <br />TYPICAL TOP OF WALL -\ DEGREE HOOK <br />(SEE PLAN) N N <br />HOOK LINTEL <br />REINFORCING <br />I <br />INTO SIDE <br />VERTICALS <br />:A <br />7'77!�d <br />7 7, <br />---PROVIDE 3"x3" HOLE <br />IN BOTTOM OF <br />PRECAST LINTEL TO <br />EXTEND WALL REINF.' <br />THROUGH AS REQ'D. <br />PROVIDE STD. <br />90' HOOK W/ MIN. <br />REBAR BOTH SIDES <br />REBAR BOTH SIDES <br />25" LAP SPLICE <br />OF OPENING U.N.O. <br />OF OPENING U.N.O."' <br />ON EA. END--, <br />12" OR LESS <br />"A <br />PROVIDE <br />KNOCK -OUT <br />BLOCK FOR FIRST <br />COMPLETE CMU <br />COURSE BELOW <br />SILL & FILL SOLID <br />#5 BAR <br />A <br />INSTALL MIN. 25" LAP <br />SPLICE BETWEEN WALL <br />REINF. & LINTEL TOP STEEL <br />AT EACH SIDE OF OPENING <br />-TYP. CONT. BOND BEAM <br />8" x 8" x 16" K.O. LINTEL <br />BLOCK FILL w/ 3000 PSI <br />GROUT w/ (1) #5 DIA. REBAR <br />INDICATES <br />FILLED CELL <br />FROM FTG. TO <br />BEAM w/ (1) #5 <br />BAR <br />.8" x 8" x 16" <br />CMU U.N.0 <br />TYP. DOWEL <br />25" MIN LAP <br />(AC1530) <br />P <br />Z• <br />SEE FOUNDATION PLAN FOR-/ SEE FOUNDATION PLAN <br />FOOTING REQUIREMENTS FOR LOCATION <br />IS24 SHEAR FRAME SINGLE OR MULTIPLE WINDOWS <br />QU-) <br />SCALE: 1/2" = V-0" <br />REVISION 10-19-16 <br />O <br />4'-6" ILL <br />O <br />4'-6" ILL <br />O <br />5'-8" ILL <br />O MIN. <br />17'-4" LL <br />O <br />8'-8" LL <br />O <br />6'-0" LL <br />4'-0" LL <br />LINTEL PLAN <br />SCALE: Y4"=1'-O" <br />C%4 <br />__J <br />Z. <br />LU <br />CM. <br />C_.' Cn <br />Cm <br />Cc <br />CN <br />vNO a <br />a!- <br />cc <br />C=W <br />_=:1' <br />'0 CL <br />E <br />C -_U <br />% <br />V,- <br />-NO <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 Florida Building Code - <br />Residential <br />7th Edition. 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