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ao <br />m <br />rn <br />L <br />v <br />r <br />O <br />J <br />N <br />N <br />E <br />0 <br />x <br />00 <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. 7132" 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 <1 .0 <br />Safe vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F8-0B/1T 8RF6-OB/1T <br />© © O O <br />8RF14-1B/1T <br />8F441B/1T81=40 1B/1T 8RF40OB/1T 81`321B/1T <br />0 0 <br />O o O O <br />8RF14-0B/1T 8F16-0B/1T 8F16-1B/11 <br />© 0 <br />FORM do GROUT SOLID <br />o <br />�w <br />`- U <br />O <br />/5 BAR CONT. <br />8F12-1B/1T <br />O O <br />8F20-OB/1 T <br />® <br />"V" <br />LINTEL DETAIL <br />SCALE = N,T.S. <br />11�21 <br />1111E <br />MONO-000- <br />!min <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 />J <br />w <br />8 F 16- B/ 1 T <br />a <br />o <br />f <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />° <br />HEIGHT <br />MATERIALS <br />c precast lintels = 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. 270low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5 REBAR <br />MIN..(1)REQ'D <br />(1) <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° d <br />d Q <br />d <br />° °C.M.U. <br />#5 REBAR AT TOP <br />4 <br />LS7o <br />- <br />d ° d <br />° <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />° <br />° <br />GROUT <br />d <br />C.M.U. <br />5 REBAR AT <br />= - in I j <br />Q <br />° <br />O <br />BOTTOM OF <br />uNi Z w <br />LINTEL CAVITY <br />(UJ O u~) <br />-BOTTOM <br />O¢dXOZ <br />Q <br />REINFORCING <br />¢ ¢ C7 Co Z <br />li <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />p <br />Z w n <br />¢ _' Ci <br />� IX 2 <br />D D <br />Qo L, <o <br />#5 REBAR AT BOTTO <br />AS INDICATED <br />NOMINAL WIDTH <br />(VARIES) <br />CO <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 />O O <br />5-10" LL 6-6" LL <br />O O <br />4'-6" LL 4'-6" LL <br />(�) <br />MIN. <br />17'-4" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0"' <br />z M <br />0 <br />CO <br />Q <br />Q <br />U) <br />V) cD <br />W <br />cn <br />+� W <br />r) <br />O "' <br />Cn � <br />E <br />o 0 <br />U <br />W E <br />~8 <br />N CN7 <br />cm C M CMM <br />Oo`V <br />_ <br />I I <br />0 N <br />r LL mm <br />o le <br />N no <br />�o <br />I <br />�Q� <br />�Qo <br />N WC� <br />to <br />,� <br />op W <br />��•� M N� � <br />o <br />Z Ot°IO <br />lO <br />Q N <br />LL <br />d <br />LL <br />.0LL�� F <br />_':tN <br />W N <br />o <br />.� o <br />y <br />To the best of the Engineer's On wrd orm ,.and <br />belief, the structural plans and specificatiorr��,,ss 44�� ined <br />within these drawings comolyl*" ty 3 Q'�A`Florida <br />Building Code - Residential 6thEditl'on'. ` ngineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />z� <br />0 <br />\0 <br />M <br />Q - Ln <br />L_ LL <br />CL �� <br />\ <br />oC U a <br />Q c <br />WLU <br />Z f� <br />J 0 <br />OZ <br />ce ceQ <br />Zo¢ <br />�a <br />wZiaw <br />UZOO <br />UZ <br />K f <br />aap.n <br />LL N <br />0 <br />L^, <br />W <br />LLIO <br />O Z <br />ZO <br />Z <br />can 3 <br />N <br />'a <br />Z <br />,0 <br />Q <br />o <br />Z <br />U <br />J <br />LU <br />�LLoZO <br />¢ Y <br />s. <br />o *' <br />wO0c� <br />(V <br />z <br />it <br />Zoe <br />I� <br />J <br />a ¢ <br />Q <br />Zak <br />LI.1 <br />w <br />��0,= <br />_J <br />ri <br />l.J <br />a- Z oU, <br />N <br />Q <br />Z <br />MaZ <br />O <br />Z <br />Z <br />� <br />Fo <br />0 <br />06 <br />:5= <br />a E <br />SCALE : AS NOTED <br />DATE: 3/16/2018 <br />TECH: MJAMES <br />VERSION NO- 4mO <br />SHEET NO. <br />8.0 <br />