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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 e 0 <br />Safe vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS; CASTE—CRETE, QUALITY, LOTTS <br />8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />FORM dt GROUT SOLID <br />Cr <br />(V Q <br />O J <br />O j5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />'V' LINTEL DETAIL <br />SCALE = N.T.S. <br />3 <br />€ <br />� <br />F <br />I YF't UtNUNAI IWIN <br />#5REBAR <br />MIN. <br />ATTOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />F = FILLED WITH <br />GROUT /U=UNFILLED <br />R = RECESSED <br />12" <br />CLEAR <br />STEEL LINTEL <br />a <br />QTY. OF #5 <br />b <br />° < <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />4 ` <br />.M.U. <br />#5 REBAR AT TOP <br />° <br />Q <br />W <br />e" ° <br />MIN. (1) REQ'D Q <br />1-1/2" CLEAR <br />F- <br />J <br />8F 16- B/1 T <br />Q <br />M <br />" <br />o <br />z <br />e ° <br />° <br />D <br />tNOMINAL.5 <br />< <br />GROUT <br />�Q Q 4 <br />QUANTITY OF <br />REBAR AT <br />= N rn W <br />WIDTH #5 REBAR AT <br />< O <br />BOTTOM OF <br />aw W 6 � in 4 — <br />TOP <br />LINTEL CAVITY <br />0 0 0 X J `` nn <br />L L <br />NOMINAL—° <br />OTTOM <br />a ¢ ci o <br />HEIGHT <br />REINFORCING <br />¢ Q C7 <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z LL O W i, p [ D <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ .' b 3:#5 <br />Cn Lo ¢ 2 m <7L. � <br />REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />° ° <br />MATERIALS <br />r-16 GAUGE POWERS <br />c precas mtels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 3/8" aggregate and 8" to 11" slump. <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 />1. Refer to manufacturers specifications for installation. <br />6. Reber per ASTM A615 Grade 60. <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 manufacturer's specifications. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />7/32 wire per ASTM A510. <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 />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitiuos coating. See contractor specifications <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 />�F) OF <br />5'-10" LL 6'-6" LL <br />(�F O <br />5'-10" LL <br />F <br />17'-4" LL <br />D MIN. <br />LINTEL PLAN <br />SCALE: %4"=l'-0" <br />J <br />,o <br />CD <br />Z N M <br />Z <br />Q <br />d <br />oP1 <br />(nV1 <br />z <br />ty U w <br />W O <br />U � Q <br />OW <br />� � o <br />U <br />W <br />12 E <br />�..., <br />e <br />Q % o <br />cm <br />S� <br />N N <br />Z gMcsi <br />J <br />- U W w <br />W Q LLF �Z <br />z a <br />c�.oN <br />z <br />bt <br />UJI <br />7� O F E S 5 i 0����\ <br />�r//�i(llf41lt't1� <br />�\ <br />. <br />To the best of the Engineer's 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 />Engineer's signature and seal. <br />O <br />co <br />w <br />Zz <br />M <br />J <br />L.L <br />n E <br />O <br />E: u <br />0 <br />z o <br />w� <br />» <br /><� <br />Z® <br />°a <br />{� <br />Z0 <br />U,° �U <br />Zo <br />E <br />N <br />J <br />a�°Z <br />_ <br />w p <br />0 <br /><❑ <br />EZ <br />w <br />wE <br />• ro <br />(/) <br />C <br />z <br />y <br />U <br />N <br />°1O <br />° <br />ZW <br />Z <br />Z <br />41 J <br />a <br />O <br />a ° <br />8 <br />Q <br />�z <br />a � <br />W <br />Q <br />�w <br />a <br />NJ <br />co <br />z< <br />r <br />�3 <br />C O <br />0 <br />CM <br />T <br />CM <br />.-. <br />> <br />O <br />Cco <br />m <br />� <br />O <br />C'4 <br />M <br />LO <br />r <br />ui <br />c0o <br />r M N <br />o <br />W <br />Z <br />:3M y <br />E O <br />Z <br />a <br />E <br />U Q p <br />_J <br />JOB <br />NO: 19-5906 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />