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i 1 It 1 r <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. 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 11.0 <br />� . O <br />Safe vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />i <br />FORM & GROUT SOLID <br />O J <br />�U <br />0 /5 BAR CONT. <br />81712-1 B/1 T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />OEM <br />I Y <br />UEDWITHII IUN <br />REBAR#5(1) <br />IN. <br />AT TCI'D <br />(1) REQ'D <br />ALTERNATE POWERS <br />F =FILLED WITH <br />FILLED <br />GROUT / U =UNFILLED <br />R = RECESSED <br />CLEAR <br />STEEL L I NTE L <br />QTY. OF #5 <br />O <br />° ° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />a ° <br />M.U. <br />#5 REBAR AT TOP <br />° <br />C <br />w <br />° ° ° <br />MIN. (1) REaD <br />4 <br />1-1/2" CLEAR <br />8F16— B/1 T <br />a <br />2 <br />° <br />z <br />° <br />° <br />D <br />° <br />GROUT <br />Q <br />NOMINA QUANTITY OF <br />° <br />5 REBAR AT <br />r J <br />F <br />= — uQ w <br />° 4 <br />C.M.U. <br />WIDTH #5 REBAR AT <br />° Oa <br />BOTTOM OF <br />a w <br />0 <br />TOP <br />LINTEL CAVITY <br />W U rn J <br />� <br />NOMINAL-° <br />-BOTTOM <br />o Ir U o z <br />Cr ¢ <br />HEIGHT <br />REINFORCING <br />PROVIDED IN <br />C7 <br />Z LL o w n <br />D D <br />7-5/8"ACTUAL <br />LINTEL <br />¢ •' b 33 <br />X 'c <br />� L <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />8" NOMINAL WIDTH <br />(VARIES) <br />d., <br />° ° <br />MATERIALS <br />c precast mtels = 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 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 />LF <br />� F " <br />4'-6" LL 4'-6" LL <br />CE 'J <br />5-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: Y4"=1'-0" <br />1 �,A�1ti1t1it1;tPl/�� ' <br />N , <br />or <br />001 <br />�- •� <br />C�\ �\ b <br />FLU <br />t010``,` <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 <br />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 />EEo pppp <br />N it <br />9 <br />C <br />(0tl1 <br />N 'M ` J <br />M C'4 ac: it 01 LL <br />o) N J * <br />W <br />to •o LL J a <br />LL <br />M M <br />aaj <br />W N <br />mtJiLL LLa <br />Z <br />mc� OtYF <br />L f°o m O <br />J <br />°' <br />Z <br />LLWin <br />J o <br />N Z tY O SO <br />U <br />W <br />N <br />¢ <br />o L) ao❑ <br />Cl) <br />Z f7 <br />Z <br />Z n <br />Q <br />(Z � <br />r, <br />Z <br />6 <br />aIn <br />�4., <br />LL <br />(� <br />cr> <br />w <br />Q a <br />V <br />Ow <br />V) <br />c "' <br />U <br />w � <br />z 8 <br />_. <br />U <br />Of <br />a <br />r_ <br />M <br />w <br />Z <br />zd <br />p� <br />J <br />LL. <br />OV <br />E(aC <br />y a <br />W <br />Z ® <br />❑a <br />O E <br />V <br />O6 <br />p <br />U <br />0 O° <br />oa <br />gZ <br />Z <br />N <br />N <br />o <br />0 <br />�w <br />w� <br />� C <br />as <br />z <br />�a <br />m O <br />ZLL <br />Z <br />J <br />a " <br />aw <br />E z <br />to <br />3 <br />ova <br />go <br />LL�W <br />0 <br />a <br />O <br />O <br />CID <br />w <br />zla <br />a <br />o <br />EM <br />>� <br />Cr <br />L <br />m <br />> <br />0 <br />> <br />T <br />Q <br />C <br />W <br />\✓ <br />T <br />04 <br />O� <br />LO <br />T <br />r <br />N <br />000 O <br />T_ <br />T <br />ai <br />M <br />N r <br />o <br />z <br />E O <br />E <br />I w <br />a <br />U _J <br />Q p <br />JOB <br />NO: <br />20-8067 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />