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U-) <br />LO <br />15 <br />CD <br />9 <br />U'3 <br />LO <br />ID <br />V) <br />0 <br />-0 <br />CD <br />C-) <br />!R <br />91 <br />CL <br />E <br />E <br />0 <br />LZ <br />E2 <br />2 <br />rL <br />Cl- <br />93 <br />.55 <br />9 <br />CD <br />r 7 <br />CD <br />C14 <br />0- <br />C14 <br />C14 <br />Cn <br />Z <br />P <br />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 1_1360 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 -- <br />Safe vertical load Safe horizontal lo�d -1-0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />0 U4_'01 <br />8F8-1B/1T 8F8-0B/1T <br />(A- � <br />k�2) 9 <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />81744 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F32 1 B/1 T <br />(a e <br />FORM & GROUT SOLID <br />r <br />LU <br />0 <br />#5 BAR CONT. <br />8F12-1B11T <br />(S�) <br />W" LINTEL DETAIL <br />SCALE = N.T.S. <br />. <br />E'. <br />MOM:No <br />m,-- <br />F = FILLED WITH <br />GROUT/ U = UNFILLED <br />R =RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />< Ld <br />8F16- <br />EB/1T <br />0 <br />L6 Z <br />tNOMINAL <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL_ <br />HEIGHT <br />MATERIALS <br />1. f c precast li tels = 3500 psi. <br />2. f'c prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 3000 psi w/ <br />4. maximum 318" aggregate and 8" to 11 " slump. <br />5. Concrete masonry units (CM U) 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 A51 0. <br />8. Mortar per ASTM C270 type M or S. <br />REBAR <br />MIN. <br />r <br />AT TOP <br />(1) REQ'D <br />'J 1/2" <br />JEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />4 4 <br />7�_, <br />A I A <br />- <br />.4*-C. M. U, <br />#5 REBAR AT TOP <br />> Z <br />4 <br />-GROUT <br />MIN. (1) REQ'D- <br />1-1/2" CLEAR <br />4 <br />4 <br />�C.M.U. <br />4 <br />< <br />F- <br />-#5 REBAR AT <br />U) U) Lu �s <br />F- <br />0 0 <br />BOTTOM OF <br />ED <br />LU 0 <br />LINTEL CAVITY <br />LU <br />"*-BOTTOM <br />REINFORCING <br />PROVIDED IN <br />+_ LINTEL <br />Ir < M <br />< <br />in Lu <br />< Cl 3: <br />A <br />> -0-4 <br />L <br />-5 REBAR AT BOTTC <br />�S <br />7-5/ 8"ACTUAL <br />'NOMIRAL -WIDTH <br />(VARIES) <br />Lu 0 <br />X CL <br />INDICATED <br />L�NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />L NTEL 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 manufacturer's specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturer's 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/details 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 @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />4'-0" ILL <br />5'-10" ILL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: )/4"=1'-0" <br />0 <br />co <br />0 <br />0- co X <br />M U_ 0- <br />0 <br />-M C) <br />Z-0 P <br />"7,46 <br />io <br />CJ _0 <br />N,r - <br />0 <br />C14 <br />C14 <br />C=) <br />C14 <br />cli <br />2 <br />C".) <br />To the best of the Engineers knowledge, inforrnation and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florda Building Code - <br />Residential 7th Edition. 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