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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 shoud 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 />';a. : ji iil'. ; zt : Rk , ' : it'• ' Font a� cRour soup <br />8F8-1B/1T 8F8-0B/1T 81RF6-OB/1T �. 4 <br />(A <br />O O O O �'• V <br />O 0 0 O O #5 BAR CONT. <br />8RF -1 /1T8RF14-OB11T 8F16-0B/1T 8F16-1B/1T 8F12-1B/1T <br />8F20-0B% T 0 4'-0" LL <br />® "V" LINTEL DETAIL <br />SCALE = N.T.S. O <br />8F44 1B/1T8F40 1B/1T 8RF40OB/1T 8F321B/1T <br />i <br />F <br />I Tt'C Ur-OlUIVAI IVIV <br />#SREBAR <br />MIN.(1)REQ'D <br />ATTOP <br />ALTERNATE POWERS <br />F=FILLED WITH <br />GROUT / U = UNFILLED <br />R =RECESSED <br />CLEAR <br />"2" <br />STEEL LINTEL <br />a ° <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 />w <br />° ° , <br />MIN. (1) RE Q D Q <br />1-1/2" CLEAR <br />8 F 16- B/ 1 T <br />0O <br />6 <br />z <br />° a <br />° a <br />GROUT <br />> D <br />tNOMINAL,QUANTITY <br />J a <br />n Q <br />4 <br />C.M.U. <br />OF <br />° <br />REBAR AT <br />= ti � w <br />WIDTH #5 REBAR AT <br />a <br />BOTTOM OF <br />LINTEL CAVITY <br />z rw- d - <br />w O m <br />TOP <br />NOMINAL-° <br />n <br />o , ' v <br />OTTOM <br />Ci g <br />HEIGHT <br />REINFORCING <br />¢ C7 <br />7-518'ACTUAL <br />PROVIDED IN <br />Or ^ <br />LL 0 m <br />< - 5 r� D D <br />R AT BOTTO <br />8" NOMINAL WIDTH <br />LINTEL <br />Q <br />AS INDICDIC ATED <br />(VARIES) <br />to o A o <br />MATERIALS <br />`-16 GAUGE POWERS <br />. cT-f p �4Tntels - 35M psi. <br />STEEL BOXED LINTEL <br />2. Pc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />1. Refer to manufacturers 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 />7. 270 low relaxation. <br />Refer to manufacturers specifications. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M orS. <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 />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 />applying the cementitiuos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />5'-10" LL <br />O <br />5'-4" LL <br />O <br />LINTEL PLANT <br />SCALE: '/4"=V-0" <br />O <br />0 <br />0 <br />0 <br />RJL- <br />CD � F <br />z <br />z n <br />a <br />�N <br />z <br />U <br />p <br />l/1 � <br />U � <br />c <br />Q � <br />0 <br />� N <br />p� h <br />O 'V!o G <br />CLO JJ o: <br />W $ ,a <br />Z <br />• •• b <br />LLM <br />r <br />•ma's 2� ®�� <br />•• <br />a <br />To the best of tits Engineers knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />dwMngs comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the stnxtiural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />CO <br />01> <br />w <br />z <br />J <br />E <br />0 <br />U5. <br />s <br />>a <br />zY <br />on <br />Z�E <br />~ 6 <br />ro <br />0� <br />$� <br />w <br />w <br />ieg <br />ao <br />�� <br />�s <br />Z <br />f0 <br />COC <br />O <br />iZ <br />3 <br />gw <br />18 <br />W <br />.6 <br />tSY <br />a <br />V- <br />0� <br />U3 <br />2 O <br />>M <br />L <br />> > <br />T <br />O <br />C) <br />c <br />In <br />0) <br />L0 <br />LO <br />o00 N <br />r <br />M <br />o <br />? <br />z' <br />a <br />(A^ <br />E 2 <br />U _j Q p <br />JOB <br />NO: 19-5898 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />