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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. 7/37 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 verltcal (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 />a e vertical load Safe horizontal load -- <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F401B/1T 8RF4OOB/1T 8F321B/1T <br />FORM dt GROUT SOUD <br />� J <br />�U <br />° #5 BAR CONT. <br />8F12-1 B/1 T <br />"V" LINTEL DETAIL <br />SCALE - N.T.S. <br />IN <br />MI <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8 F 16- <br />B/ 1 T <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />v <br />MATERIALS <br />c-1—T precastiiMela = 3500 psi. <br />2. rc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 rg = 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 />#SREBAR AT TOPALTERNATE POWERS <br />aD <br />MIN. (1) REQ'D <br />LEAR STEEL LINTEL <br />e <br />° .M.U. df5 REBAR AT TOP <br />• • A MIN. (1) REQ'D d 1-1/2" CLEAR <br />a- <br />GROUT <br />D D <br />_j <br />Q LI <br />U <br />n <br />ytn�¢ <br />d <br />C <br />REBAR AT <br />rn W <br />— <br />BOTTOM OF <br />F <br />� <br />LINTEL CAVITY <br />() � m <br />1 <br />—BOTTOM <br />o cr <br />REINFORCING <br />a C7 M j <br />.1 <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />ZZ C w <br />F w ro <br />L, <br />BAR <br />'NOMINAL WIDTH <br />R <br />Q Q <br />AS INDICA <br />(VARIES) <br />w u1 ¢ <br />o AN <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 1PLAN, <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 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 />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: %4'=V-0" <br />NOWt{il11t <br />W <br />U' <br />Jtr} <br />., CAP $� <br />. <br />"'OF E S s <br />t�i\ <br />tiittittt <br />To the hest of the Engineers knowledge, information and belief, <br />the sWcWrel plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0) <br />F <br />0i8 �1O a <br />N <br />o <br />cp <br />00 S N LL <br />co <br />c Ed�WW <br />J a a <br />04 <br />y M W LL N D <br />�LL' O. d Y <br />0Z <br />a rcX z� 0,0 <br />Wsa °0 mO <br />W <br />m <br />ET0, ao� <br />7' <br />L <br />0� <br />N�MZ � 0 <br />Z <br />.=J <br />° On ❑❑(n <br />W <br />Z N <br />Z <br />Z � <br />a <br />cn <br />Z <br />QA <br />'U <br />cn <br />O <br />_$ <br />w " <br />: . <br />Q <br />�Q <br />M <br />M <br />tq <br />w <br />J <br />�pLL <br />f] E <br />= ij <br />e <br />CL <br />E <br />`S <br />X0 <br />Oo48 <br />om <br />�U <br />O <br />0 <br />L <br />2 <br />u¢u¢!! p <br />Z <br />N = <br />� <br />SYU <br />gW <br />Z <br />}i <br />J <br />rnO <br />ycib <br />Z <br />o <br />W <br />U <br />-) <br />8W <br />LL <br />U <br />_Z <br />"= G <br />~ <br />u 3 <br />.0M <br />� <br />ui <br />T <br />L <br />/4 <br />00 <br />C <br />- <br />CO <br />T <br />c o <br />O 04 <br />.= <br />� N <br />r <br />00 <br />M N <br />� <br />E <br />' V <br />r <br />M <br />y <br />d <br />Z <br />c <br />E <br />E � <br />of <br />i+ <br />C <br />0- <br />U <br />Q p <br />JOB <br />NO: <br />20-0553 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />