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Ln <br />rn <br />C14 <br />-P <br />E? <br />q <br />C14 <br />7n <br />�4 <br />Cj <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 5-112" long notches at the ends to accommodate <br />vertical call 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 Ileu 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 verticalTo-ad + Safe horizontal load 0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />in U <br />"S U-1 <br />RWYM RIMM IKMU�mj <br />! 9 9 <br />L <br />8RF14-1B/ 8RF14-0B/1T 16-OB11T 8F16-1B/1T <br />:Erm.. rn� <br />8F20-OB/IT <br />at as <br />BF44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F32 'I B/1T <br />FORM & GROUT SOLID <br />< <br />b Uj <br />.0 #5 BAR CONT. <br />8F12-1B/1T <br />(Z <br />W"LINTEL DETAIL <br />SCALE - N.T.S. <br />SIZE: <br />IN <br />WIN <br />Mom <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT/ U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16- <br />EB/1T <br />tNOMINAL <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL� <br />HEIGHT <br />MATERIALS <br />r-fe-Pre-c-effTntals; = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 3000 psi w/ <br />4. maximum 318" aggregate and 8" to I I" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 wl <br />minimum not 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 />7132 wire per ASTM A51 0. <br />8. Mortar per ASTM C270 type M or S. <br />REBAR <br />IF MIN. <br />AT TOP <br />(1) RECID <br />1i <br />P - 1/2" <br />JCLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />,d 4j 4_� <br />A <br />4 <br />#5 REBAR AT TOP <br />4.0 <br />GROUT <br />MIN. (1) RECI'D_ 1-1/2"CLEAR <br />4 <br />4 <br />A <br />\-C.M.U. <br />U) <br />5 REBAR AT <br />-UIJ <br />4 <br />BOTTOM OF <br />LINTEL CAVITY <br />UJ 0 (n U3 % <br />U <br />0 0-* <br />-BOTTOM <br />�- <br />UJ XW <br />d 0 <br />REINFORCING <br />< <br />L� . X <br />r <br />7-5/8"ACTUAL <br />LPROVIDED IN <br />LINTEL <br />a <br />.6 05 REBAR AT BOTTC <br />'NOMINAL WIDTH 7 <br />(VARIES) <br />0_0 uJ AS INDICATED <br />(D Ln X <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/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 HEIGHTG.C. COORDINATE. <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />(IFnF <br />4'-6" LL 4'-6" LL <br />OE <br />6-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: Y4"=1 '-0" <br />CIO <br />C%A <br />CIO <br />CL <br />an <br />CE, <br />Cc <br />r= <br />E <br />C, <br />L3 <br />I itl,7, <br />NOOL <br />0 <br />/V <br />ro <br />0� <br />U) <br />nn <br />F 09- <br />L <br />ZIP <br />4t, <br />Xe <br />OFCSSIOXA <br />\\N <br />Zor t <br />To the best of the Engineers knowiklge, 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. EngIneer's signature and seal is only for <br />the structural engineering portions of the drawing pages beadng <br />Engineeils signature and seal. <br />E <br />co 8 <br />0 <br />C', <br />C-4 0 <br />C) <br />10303C <br />LL <br />W <br />W <br />M 04 <br />P, 0 <br />c� cc t <br />L4 <br />3 <br />u IL <br />s 0 <br />c; <br />C14 Z r <br />C'4 7 < 0 <br />0 L) <br />Z <br />W <br />0 El <br />E3 <br />U) <br />4-1 <br />C-41 <br />U <br />0 <br />LLJ <br />u3 <br />C) <br />LL, <br />C) <br />< <br />Cl) <br />E <br />0 <br />E <br />ag� <br />0 <br />Q <br />E <br />03 <br />(K <br />Z <br />C14 ro <br />t <br />W <br />Z <br />C <br />C <br />(3) <br />0 <br />W <br />CL <br />C) <br />2 <br />120 <br />(0 <br />LO <br />LO <br />CM <br />CY) <br />co <br />:3 Ul) <br />0 <br />LO <br />_j <br />U) <br />M <br />V_ <br />4*-J <br />U) <br />< <br />0 <br />C'i <br />ca 04 <br />0 <br />LL Q <br />It to <br />0-) <br />LO <br />0 <br />to <br />(0 <br />ce) <br />0 <br />Z <br />Ca <br />Z <br />E 0 <br />_j <br />< <br />_j <br />JOB <br />NO: <br />22-12368 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />