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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.03-0605.05 and 03-0605.04. <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 a .0 <br />e vertical I Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />ICY© © 0 0 0 0 <br />8RF14-1 B/1T 8RF14-0B/1T <br />8F441B/1T8F401B/1T BRF40OB11T 8F321B/1T <br />ic�l <br />go <br />i �IN <br />ulff <br />FORM & GROUT SOLID <br />J <br />O j5 BAR CONT. <br />8F12-1 B/1 T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />• • • • <br />1 1rM <br />• • <br />• • <br />• • <br />• • <br />• • <br />• • <br />1- <br />1 <br />••' <br />1' <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F <br />16- <br />B/1 T <br />v <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c-1Tpracastlmtals = 3500 psi. <br />2. Pc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 3W 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 />S. Mortar per ASTM C270 type M or S. <br />#5 REBAR <br />MIN. <br />AT <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />#5 REBAR AT TOP <br />° a <br />a <br />C <br />M.U. <br />° • ° <br />a <br />GROUT <br />MIN. (1) REaD ° Q 1-1/2" CLEAR <br />D D <br />a <br />° <br />a <br />< <br />C.M.U. <br />A <br />-45 REBAR AT <br />BOTTOM OF <br />w 0 4 <br />o <br />LINTEL CAVITY <br />V U)S <br />LU Z6 ,A <br />O <br />-BOTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />oLU ci i <br />o 6 c7 ¢ <br />Z- Ci n D D <br />¢ _�o' C7 S con 5 REBAR AT BOTTOh <br />¢ r' <7 �, <° AS INDICATED <br />7-58"ACTUAL <br />'NOMINAL WIDTH <br />(VARIES) <br />t~n ui <br />4 <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 />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 />O <br />6-10" LL <br />OF, O <br />4'-6" LL 4'-6" LL <br />O <br />6'-15" LL <br />(�) <br />MIN. <br />17'-4" LL <br />O <br />6-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: 14"=1'-0" <br />nWN <br />c�- � 'N E�� •.� <br />d <br />_ �•J -1� <br />►mil <br />i°ROFESSNOt�� <br />,Ilel <br />�\ <br />��f!ltlll14111`�\�`` <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 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />�i <br />C] <br />0 LL LL C a <br />U) <br />a 4-L aWaLY <br />0 M2CS IX 0 0 <br />LW .ea�m tad �0 <br />�� Q co <br />Z Of � N O J Q co <br />0 <br />NaMZZ .=J 2 <br />W ° 0 OC7O❑ <br />cc�� V <br />Z N Cl) <br />g <br />z <br />d N <br />M <br />U) <br />Ln Z <br />a <br />�--+ N <br />O L. <br />_a) V)0 r~ <br />`- <br />U m <br />w <br />g <br />. <br />�I <br />N <br />w <br />Z <br />C7 <br />� <br />E <br />z <br />0 rc <br />O. <br />O. <br />Z O <br />2• <br />O <br />= <br />oa <br />VU <br />CL <br />N <br />i <br />�dg <br />w <br />w� <br />n7 <br />� C <br />- C <br />z <br />aid <br />m o <br />0 <br />rrz <br />Z <br />CA J <br />ab <br />�Z <br />O <br />W <br />[1] <br />C <br />Q <br />U 3' <br />O <br />o <br />LL <br />a U <br />N W <br />.= G <br />J <br />o <br />_ <br />� I0 <br />Vim' <br />zi <br />to.> 3 <br />�N <br />m <br />o� <br />L <br />1° <br />CM <br />.> c <br />0) <br />ca <br />J <br />O <br />0 <br />Z i <br />L0 <br />M O T <br />M <br />T <br />E <br />cc <br />M <br />N y <br />Z <br />E O <br />a <br />ci � ¢ o <br />JOB <br />NO: 20-0561 <br />SCALE : AS NOTED <br />SHEET NO. <br />8 <br />