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. ALLi��LliwuAilkffii&A ail't <br />8F8-1B/1T <br />0 <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 />it. 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 verttcal (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 / 11.0 <br />a e vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />8F8-0B/1T 8RF6-OB/1T ;'�.' ; <br />© © O O O, O <br />0 0 0 0 <br />8 F14- B/ 8RF140B/1T 8F16-0B/1T 8F16-iB/1T <br />• © a © ® 8F20-0B/1°T <br />8F441B/1T8F401B/iT 8RF40OB/iT 8F321B/iT <br />FORM dt GROUT SOLID <br />� J <br />�U <br />° ;5 BAR CONT. <br />8F12-1B/1T <br />V LINTEL DETAIL <br />SCALE = N.T.S. <br />C. <br />is <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />w_ <br />8 F 16- <br />B/ 1 T <br />U <br />tNOMINAL. <br />• to <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cTT precast lintels = 3500 psi. <br />2. fc prestressed lintels - 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psl. <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 />#SREBAR <br />MIN. <br />AT CI'D <br />(1) REQ <br />ALTERNATE POWERS <br />°R <br />STEEL LINTEL <br />° <br />e e <br />° <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />° e <br />GROUT <br />MIN. (1) RECI'D ° <J <br />" <br />D � <br />1-1/2" CLEAR <br />° <br />° <br />n J Q n <br />to <br />C.M.U. <br />n <br />5 REBAR AT <br />y W <br />BOTTOM OF <br />Y� 4 - <br />w <br />°-BOTTOM <br />LINTEL CAVITY <br />m <br />a it <br />REINFORCING <br />pNOE DED IN <br />a C7 ¢ Z <br />Z r'— a 3 tn D D <br />¢ <br />5 REBAR AT BOTTO <br />7-518"ACTUAL <br />' NOMINAL WID H <br />(VARIES) <br />u~i ¢ �o �. 4o <br />AS INDICATED <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 plaNdetalls 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 <br />4'-0" LL <br />CE <br />5'-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: Y4"=1'-0" <br />— U <br />�I <br />FAO, <br />,40FES510N <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans anti apedlioatlons contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />L4 <br />OD <br />del <br />4 <br />Nt-- <br />U.L a`�` <br />o <br />rm� �m3 <br />N rD m <br />W <br />�o�rn d o a <br />Z <br />IL <br />C p <br />� MZco <br />Q O j <br />Wv <br />❑❑❑ <br />V <br />z <br />Z E <br />Z n <br />J <br />d <br />N�N <br />N <br />QJ <br />f•S <br />Z <br />0 <br />•lJ <br />cn <br />O"' <br />N <br />25, <br />Q C"IUD <br />CD <br />�} <br />X <br />LL E <br />a�F <br />X �qp�yy <br />zo <br />O <br />R U <br />go <br />O <br />ZE <br />L0 <br />Z <br />• r0 <br />(nC <br />C <br />Jb <br />Y8W <br />% Og <br />W <br />BE <br />$5 <br />>M <br />La <br />> <br />'— <br />U <br />M <br />0) <br />Q <br />C <br />' <br />o <br />O <br />m <br />o <br />co <br />00 <br />T <br />'LO <br />M 0 <br />0) <br />I ch <br />o <br />LO <br />E <br />C 111— <br />M r <br />Z <br />Z <br />c <br />E O <br />LD <br />a; <br />c <br />JOB <br />NO: <br />20-8074 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />