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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 rebair 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 1.0 <br />a e vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1 B/1 T 8F401 B/1 T 8RF40 013/1T 8F321 B/1T <br />FORM lit GR0111' SOUD <br />st• <br />O � W <br />'r U <br />O • #5 BAR CONT. <br />8F12-1 B/1T <br />W" LINTEL DETAIL <br />SCALE - N.T.S. <br />' YF't Ut51CiIVAI IU" <br />MIN. <br />ATTOP <br />ALTERNATE POWERS <br />F = FILLED WITH <br />GROUT/U=UNFILLED <br />R = RECESSED <br />• <br />LEA1'AR <br />STEEL LINTEL <br />a ° <br />QTY. OF #5 <br />° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />n <br />,M,U, <br />#5REBAR ATTOP <br />W <br />° e ° <br />MIN. (1) REaD ° Q <br />1-1/2" CLEAR <br />U" <br />8 F 16- B/ 1 T <br />Q <br />° <br />° <br />4 <br />GROUT <br />D <br />v <br />Q Q <br />tNOMINAL,QUANTITY OF <br />#5 REBAR AT <br />• <br />REBAR AT <br />BOTTOM OF <br />° <br />= N rq w d <br />? % - <br />C.M.U. <br />WIDTH <br />O <br />W v. d <br />O0 <br />TOP <br />LINTEL CAVITY <br />y w <br />G U \ <br />¢ <br />NOMINAL-° <br />TToM <br />o d <br />HEIGHT <br />REINFORCING <br />,PROVIDED IN <br />a ci > > <br />LL o L�+t � D Q > <br />REBAR AT BOTTC <br />7-5/8'ACTUAL <br />8" NOMINAL WIDTH <br />< pp3 �o �. �o <br />¢ <br />AS INDICATED <br />(VARIES) <br />r~/1 6 <br />MATERIALS <br />`-16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />c'1'"fprecast Eireb _ 3500 psi, <br />2. Pc prestressed lintels = 6000 cad. <br />3. grouted per ASTM C476 Pg = 3000 psi vM <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 301" aggregate and 8' Io 11" skimp. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive suengtlr - 1900 psi. <br />1. Refer to manufacturer's 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 />Refer to manufacturers specifications. <br />7. 270 low relaxation. <br />3. I lintel is scratched or darnaged refer to Powers Steel for repair. <br />7132 wire per ASTM A510. <br />4. Untel depth to matctn precast depth. One #5 Bar required at lop <br />8. Mortar per ASTM C270 type M or S. <br />see lintel plaNdetails far' n - n steel required. <br />5. A bonding agent must be applied to the Steel Box Ike9te prior to <br />applying the cemenWiruos costing 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 />O O <br />4'-6" LL 4'-6" LL <br />O <br />6-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: Y4'=1'-0" <br />�s;Bil4 g!1►fl/ <br />pp <br />N c:114d <br />•J <br />� <br />0 <br />U <br />C,o <br />• <br />F 1-%-' . <br />To the best of the Engine's knowledge, irdormation and belief, <br />the structural rural 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 />h <br />cog-`-9 <br />O <br />MNCVc'�aNpLLLL <br />a3 J W <br />di <br />W <br />:-) L-j LL LL a a <br />VJ M W N M <br />>�" asY <br />Z <br />(CL <br />W <br />ILZ <br />CND �mmoo <br />rn�N°�� <br />N a M Z J <br />Z <br />H <br />° v ❑❑❑❑ <br />U <br />z � <br />� <br />Q <br />rl r- <br />Pt <br />InCDo <br />;Z1O <br />■ <br />.0 <br />w <br />p <br />0 <br />U1 <br />W <br />r~ E <br />U m <br />w c <br />moo> <br />Q <br />M <br />M <br />w <br />U- <br />c�Op E <br />W o <br />g <br />Oil <br />i <br />30 <br />Q <br />p Ct <br />Z <br />E <br />fO <br />W� <br />-1D L <br />%0 <br />ZOZ <br />�3 <br />ZpZ�� <br />J <br />� m <br />Z <br />a8' <br />�w <br />p <br />0 <br />N <br />W <br />T <br />U <br />� <br />J <br />i <br />—17 <br />a� <br />L <br />1O <br />•� <br />O <br />.-. <br />CM <br />�a.. <br />m <br />C01 <br />C� <br />04 <br />N <br />2 0) <br />M N <br />T T— <br />�— <br />E <br />co <br />c' <br />; <br />z <br />O <br />U <br />cc <br />` <br />. <br />-j <br />Q p <br />JOB <br />NO: <br />20-0563 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />