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i IJL I mem,PI .. 111._ ,. 1.,I In I <br />! I _ I _ 1,..'r _,,., I ca.'. <br />0 <br />q <br />LZ <br />ZZ <br />LO <br />Ci <br />a <br />0 <br />M <br />S <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 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. CasNn-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 />Sae vertical load + Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F441 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1B/1T <br />WWI 1111�1 <br />FORM dr GROUT SOLID <br />V <br />If O #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />LINTEL DETAIL <br />SCALE = N.T.S. <br />i <br />Ow <br />IVIV <br />1 T FILLED <br />LIED WITH <br />F =FILLED WITH <br />#SREBAR <br />IN. <br />AT TOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />GROUT /U=UNFILLED <br />= <br />R RECESSED <br />LEAR <br />"�" <br />STEEL LINTEL <br />a <br />QTY. OF #5 <br />• o <br />REBAR @ BOTTOM <br />• <br />OF LINTEL CAVITY <br />2 <br />G <br />M.U. <br />#5 REBAR AT TOP <br />w <br />a° • <br />MIN. (1) REaD <br />1-1/2" CLEAR <br />e <br />8F 16- B/1 T <br />Q 2 <br />, <br />. <br />Ih Z <br />a A <br />GROUT <br />tNOMINAL <br />fo <br />QUANTITY OF <br />5 REBAR AT <br />D rn ~ <br />? <br />c.M.u. <br />WIDTH #5 REBAR AT <br />BOTTOM OF <br />a N W - <br />TOP <br />LINTEL CAVITY <br />� W x W <br />NOMINA <br />o <br />"*-BOTTOM <br />o M 0 o' - - <br />HEIGHT <br />REINFORCING <br />< 0 00 <br />7-5/8"ACTUAL <br />C.PROVIDED IN <br />¢ <br />Z�Z U. 0 w m <br />3 <br />8" NOMINAL WIDTH <br />LINTEL <br />Q O <br />it <br />5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />u~i <br />MATERIALS <br />c_precas lintels = 35W 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 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 />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/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 />CU U <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: Y4"=1'-0" <br />N <br />O <br />ttN <br />tom! <br />h <br />� <br />c <br />1JJ <br />✓� <br />m '-a <br />J W <br />C) � O <br />a� o <br />N <br />cu' � <br />N y O cc <br />a� <br />E `� c <br />cc <br />ZJ <br />•+ a <br />c. <br />E <br />� o <br />aCJ <br />0 <br />0 VI,/i <br />YOD <br />e, , °••........ <br />r>'ESSI <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />to <br />W <br />E <br />A <br />4) CD <br />00 00 <br />a <br />rnN 0O� •r: tJi <br />y M J <br />0 <br />C J LL aw <br />J LL LL I L <br />Z <br />i <br />- 'DOf a <br />2 mg <br />'S <br />W <br />mNk_p O <br />CP <br />Z <br />04 N Z Q J <br />ZN <br />OU U <br />0 <br />Z C11 M <br />J <br />CL � <br />Z fh <br />U <br />(1) <br />�4-J <br />cn <br />W <br />� <br />V <br />- � <br />O <br />C.) <br />Q N OD <br />• <br />M <br />0 <br />W <br />W <br />C <br />H. <br />3 <br />•O <br />QZ <br />E VfB <br />ILV <br />� <br />o"a <br />Wzd <br />N <br />4) � <br />r. o <br />°dp <br />wG <br />IazoE <br />c <br />a <br />M0 <br />gZ <br />Zco <br />J <br />Z <br />N <br />~ W <br />O <br />� <br />O U <br />W <br />,z 3 <br />U <br />a <br />�LL <br />_ <br />N_� <br />O <br />a <br />O r <br />O <br />CID <br />ozla <br />t <br />g 3 <br />121)O <br />Ln, <br />L <br />a <br />� Q <br />j <br />Cr <br />O <br />Y <br />r <br />U <br />N <br />m <br />m <br />LO <br />QI0 <br />N <br />1) <br />N <br />` <br />L0 <br />r <br />Q <br />U') <br />r <br />� <br />o <br />Z <br />M <br />Z <br />N <br />E <br />0. <br />1 0 <br />a o <br />JOB <br />NO: <br />22-06469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />