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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 should be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load • 0 <br />Safe vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF400B/1T 81`321B/1T <br />FORM & GROUT SOLID <br />O J5 BAR CONT. <br />8F12-1B/1T <br />O <br />Y' LINTEL DETAIL <br />SCALE = N.T.S. <br />9 <br />ZZ <br />INS <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 />¢ <br />uw <br />8F 16— B/1 T <br />Q <br />� <br />m <br />t t <br />LNOMINA L QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINA <br />° <br />HEIGHT <br />MATERIALS <br />IT precas'fTintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 wl <br />minimum net area compressive strength = 19GO 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 />#5 EBAR .(1)RE AT TOP <br />MIN. (1) REALTERNATE POWERS <br />Q'D <br />4 a -1/2" <br />CLEAR STEEL LINTEL <br />0 <br />4 ° e .M.U. #5 REBAR AT TOP <br />a ° < MIN. (1) REQ'D ° 4 1-1/2" CLEAR <br />4 H <br />° <br />a <br />a ° <br />GROUT <br />Z <br />D ✓, <br />Q <br />° <br />O <br />� ¢ � <br />° � � <br />C.M.U. <br />5 REBAR AT <br />= v~i w <br />4 <br />° O <br />BOTTOM OF <br />a w vi <br />O <br />LINTEL CAVITY <br />U rn <br />0 di <br />\ n <br />C <br />-BOTTOM <br />REINFORCING <br />¢Z <br />0UO <br />¢ ¢ c7Co <br />a cr J> <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z j w ,n <br />¢ - O 'S <br />L" a <br />D /� D <br />. <br /><1 <br />#5 REBAR AT B( <br />AS INDICATED <br />40MINAL WIDTH <br />(VARIES) <br />U) " e <br />° ° <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 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 />5-10" LL <br />�F� CF <br />4'-6" LL 4'-6" LL <br />B <br />6'-6 LL <br />E MIN. <br />17'-4" LL <br />F <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=V-0" <br />_]n <br />\ <br />i <br />\ <br />i \ <br />Z N O <br />qry� <br />O Q <br />Z <br />Q `- <br />J M <br />d N <br />M <br />t0 <br />N z <br />v CD <br />1J <br />T C17 Y <br />W <br />V � ¢ <br />U ` <br />w � <br />Ln E <br />�l!) <br />� � o <br />U m <br />o� <br />W C <br />U ) 92 <br />Q <br />• <br />rn M <br />Sm <br />-- N <br />N <br />.w <br />Z W M O <br />M <br />..• C V � <br />J V i.til <br />WQ<<Q�t,i/fiJj`z <br />Us, LN <br />�N <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />r` <br />O <br />Mn <br />w <br />z <br />co <br />O <br />< <br />Q <br />L IL <br />tZ 0 <br />E OU <br />z o <br />�� <br />w? <br />» <br />eN <br />z® <br />oa <br />1— <br />_ <br />KO <br />¢ < <br />�co <br />pU <br />O <br />=> <br />n z <br />¢ O <br />¢ <br />a Z <br />Kw <br />L <br />U C <br />C <br />o <br />Ox <br />h- <br />m <br />Oz <br />zr <br />z <br />U.)rz <br />J <br />3 <br />¢ ° <br />z z <br />go <br />W <br />C1 3 <br />oa <br />¢ <br />a <br />N w <br />O <br />VO' <br />zIa <br />a r <br />� '> <br />'0 O <br />>n <br />L <br />� <br />._ <br />N <br />00 <br />N <br />O <br />Q <br />C Y <br />m <br />L� <br />1 <br />W <br />c <br />-� o <br />M <br />.� J TO <br />r <br />I N rn N <br />� <br />r <br />ui <br />E <br />N <br />00 C'7 C`V <br />C N <br />o <br />z <br />z <br />E O N <br />E <br />to <br />a <br />0 <br />U Q p <br />_J <br />JOB <br />NO: 19-5338 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />