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GENERAL INSTALLATION 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 L/180. <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 . O <br />Sae vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />I <br />8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />FORM do GROUT SOLID <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />�i <br />RKYA <br />E <br />OM <br />me <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F 16- <br />B/1 T <br />tNOMINAL. <br />L QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cI""f precasilfntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 Ag = 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 />#5REBAR <br />MIN. <br />AT TOPALTERNATE <br />aD <br />(1} REQ'D <br />SIR <br />POWERS <br />STEEL LINTEL <br />° <br />S <br />A ° A <br />° <br />° <br />.M.U. <br />ifs REBAR AT TOP <br />w <br />a° <br />MIN. (1) REQ'D d <br />1-1/2"CLEAR <br />x <br />a <br />Z <br />° <br />" <br />n <br />° <br />2 <br />GROUT <br />> <br />° <br />J Q Q <br />D F ° 4 <br />C.M.U. <br />n <br />° <br />5 REBAR AT <br />rn <br />= - to w <br />f Z W <br />BOTTOM OF <br />uni - <br />a <br />O <br />LINTELCAVITY <br />o V 3 t~n'6 \ <br />Lu n <br />-BOTTOM <br />O�tj00Lu <br />REINFORCING <br />PROVIDED IN <br />Z : O W > <br />— <br />7-5/8"ACTUAL <br />8" NOMINAL WIDT <br />LINTEL <br />¢ d o� �No <br />¢ �, <br />5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />rya a n n <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 cemenbtiuos coating. See contractor specifications <br />O <br />6-10" LL <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6'-6" LL <br />O MIN. <br />17'-4" LL <br />O <br />6-10" LL <br />LINTEL PLAN - ELEV-Bl <br />SCALE: Y4"=l'-0" <br />a U 0. <br />\\ <br />SSI\\ <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 />F <br />8 m <br />C" IV � W u_ <br />M r-- ar <br />d✓1 <br />=�a <br />� LL LL <br />LL <br />M <br />' S a w W <br />y'5 52 a <br />0 O <br />and W 0. 0 <br />m <br />W <br />W <br />a 0 r, <br />2EO1 <br />ci pppa <br />NQc+�ZQIL U <br />F- <br />° d ao❑ <br />W <br />Z C-4 C9 <br />z g <br />v <br />a � <br />V) <br />U <br />C1 <br />� <br />N <br />LU <br />O <br />= 0 8 <br />�( <br />• <br />U � <br />C <br />a � � <br />0 <br />M <br />J <br />Q E <br />O <br />zo <br />w <br />a0 <br />}z <br />�0 <br />Q�p <br />E OV <br />rD <br />r <br />O 1= <br />�� <br />O <br />X U <br />oa <br />ii p <br />w)r <br />UO <br />U <br />Oa <br />tr <br />Z <br />to <br />mod„ L <br />U <br />�g <br />L w <br />rCO3 <br />++ <br />O <br />W <br />>v <br />rZ <br />U <br />8 <br />�o <br />a <br />a U <br />w�w <br />� <br />CD <br />yz <br />CID <br />0 <br />3 <br />0 <br />`CV <br />= <br />d <br />DC <br />� <br />W <br />to <br />0 <br />c <br />� <br />J <br />0 <br />4 <br />a- <br />W m <br />� <br />�.� <br />O <br />it <br />T <br />t0 0 <br />a) <br />0) <br />. <br />Z N <br />CO <br />T <br />0)r <br />E <br />c <br />M <br />Z <br />Z <br />r_ <br />E CD <br />U <br />y <br />c <br />a <br />JOB <br />NO: <br />20-2748 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />