Laserfiche WebLink
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 �� . O <br />Safe vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />81`441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />E <br />FORM k GROUT SOUD <br />(V Q <br />O U <br />0 /5 BAR CONT. <br />81`12-1 B/1 T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />OEM <br />0 <br />'MEMO <br />1M.-MI <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 />7 <br />J <br />u' <br />8F16— B/1T <br />a <br />o <br />Zo <br />tNOMINAL.L QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />MATERIALS <br />cif preca tels = 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. Rebar 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 />#5 <br />MIN.. <br />(1)REBAR AT TOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />0 <br />° <br />° <br />° <br />d <br />.M.U. <br />#5 REBAR AT TOP <br />GROUT <br />MIN. (1) REQ'D <br />° <br />\ <br />/ <br />1-1/2" CLEAR <br />° °° <br />r J 0 <br />L <br />° <br />5 REBAR AT <br />= w rn w <br />- <br />° 0 <br />BOTTOM OF <br />n Lu <br />W� <br />LINTEL CAVITY <br />o ci 0 u~i <br />Lu <br />n <br />OTTOM <br />0 U O z <br />i= <br />REINFORCING <br />a a c7 J <br />u <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z O Lu u^ <br />Q =' C7 No <br />> <br />i <br />#5 REBAR AT BOTTOM <br />AS INDICATED <br />40MINAL WIDTH <br />(VARIES) <br />ai a- <br />L <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 />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 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 />�F� <br />4'-0" LL <br />�E 1 <br />5'-10" LL <br />LINTEL PLAN — ELEV—B1 <br />SCALE: %4"=1'-0" <br />•!,I r !'� {, <br />, <br />is ? •%`� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />Is <br />Q <br />"T EE co p1p <br />c N # <br />V N <br />U <br />V <br />0 <br />NN Q <br />, 0) J <br />a) � C L.L <br />.5 N <br />- <br />Lr)— J W <br />(n F- a <br />W <br />QN-M <br />I W N <br />mLiL a a <br />ZJ-6; <br />13WLLI <br />; 0 <br />r0 C V O a' I- <br />r.-o m O <br />ff m <br />¢ o a <br />(1) <br />Z <br />LL <br />00 6 <br />M Z < 0 N <br />N 0� J <br />Q <br />00 <br />OOO <br />. W <br />Z ry M <br />o 0IR <br />Q c a <br />J <br />d N <br />r` <br />M <br />o <br />a-1 <br />w y <br />U <br />0 <br />N <br />w o <br />ti N <br />W <br />U c <br />w m <br />r <br />U O y <br />r~ � x <br />N o <br />O <br />r• Q <br />sm <br />¢ <br />z <br />z <br />co <br />M <br />J <br />O <br />Z. <br />LL_ <br />C- <br />OV <br />z. <br />o� <br />0 <br />¢ o <br />z <br />as <br />E <br />♦— <br />�� <br />�0 <br />O <br />w z <br />ttQ <br />-z <br />CV <br />t <br />o <br />¢ o <br />¢ <br />CO <br />oa <br />o <br />Zr <br />Z <br />C <br />J <br />m <br />a'w <br />fn <br />a <br />< <br />O <br />zCO <br />z O <br />Q <br />W <br />Q1 <br />Q <br />o <br />wLL <br />a z <br />�w <br />00 <br />w <br /><� <br />.-0 <br />>O <br />CO <br />� <br />�za <br />a <br />C <br />O <br />> M <br />J <br />L <br />m <br />CU <br />'- <br />C10 <br />Q <br />C <br />L <br />o <br />U <br />o <br />O7 <br />CV <br />T <br />oN <br />r- <br />I M <br />r` <br />r <br />r, <br />00 <br />T <br />04 <br />o <br />Z <br />m <br />Z <br />:3 <br />E <br />N <br />c <br />a <br />EO <br />0 <br />N <br />Q <br />c <br />JOB <br />NO: <br />20-8069 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />