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 5-112" 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 <1 .0 <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />liffirwi . <br />WPM Z <br />of <br />8F44 1 B/1 T 8F40 1 B/1T 8RF40 OB/1T 8F321 B/1T <br />FORM & GROUT SOUD <br />o �W <br />�0 <br />A��#5 BAR CONT. <br />8F12-1 B/iT <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />�E <br />E <br />e <br />1M <br />9 <br />0 <br />LE <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />= <br />J <br />¢ W <br />8F16- <br />B/1T <br />UJ <br />1e z <br />r <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cTi p ca lintels = 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. 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 />#5RREQ'DAT ALTERNATE POWERS <br />M IN. (1) <br />-1/2" <br />CLEAR STEEL LINTEL <br />M.U. #5 REBAR AT TOP <br />d MIN. (1) REQ'D ° 4 1-1/2" CLEAR <br />a <br />—GROUT <br />J = <br />� <br />Q <br />Ln � F <br />-#5 REBAR AT <br />- <br />= f!) W <br />Z <br />BOTTOM OF <br />W O <br />- <br />' a <br />LINTEL CAVITY <br />u~i <br />O <br />O <br />\ ` /n` \� <br />BOTTOM <br />o T' d z <br />v <br />REINFORCING <br />¢ ¢ C7 Z <br />_ <br />PROVIDED IN <br />Z u-'i W N <br />> > <br />LINTEL <br />¢ -' C' 3 No <br />#5 REBAR AT B( <br />Q° �, <° AS INDICATED <br />(VARIES) <br />u~i (Lru 10L <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 manufacturer's 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 cementiduos coating. See contractor specifications <br />O <br />5'-10" LL <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6'-6" LL <br />OE <br />MIN. <br />17'-4" LL <br />O <br />5'-10" LL <br />LINTEL PLAN — ELEV—Al <br />SCALE: %4'=l'-0" <br />F�o VVIV *1`1 <br />.SE. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural 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 />Engineers signature and seal, <br />0) <br />F ro E <br />oropp <br />Q O N N # <br />O C)O 0) to <br />-3V C') N <br />C'N 'n NO V_ <br />w <br />yLL�22 LL L a <br />N c-) w - to <br />a ai0) aaLu <br />z a�� 0 X <br />o <br />N O m m 0 <br />W 'morN'�o g� <br />WEmrn Xan. <br />z NQccoZ ¢O� <br />IL <br />U F _J <br />° <br />v ❑13❑ <br />W <br />(D z N o <br />� o <br />� N <br />� O <br />Q <br />J 8 <br />� N <br />U) <br />N z <br />(ry Y <br />(� w � <br />U � ¢ <br />O w F- <br />o <br />U M <br />w 0 <br />01- <br />Q <br />e� <br />c <br />W <br />o <br />Z <br />ULce E <br />zo <br />QO <br />>o <br />0 <br /><N <br />Q <br />E UUcu <br />Z <br />oa <br />F- r6 <br />RO� <br />00 <br />0 <br />O E <br />N <br />Z <br /><o <br />Q <br />a Z <br />Ww <br />L <br />COV <br />m <br />Z <br />NO <br />m <br />F <br />}Z <br />son <br />O_ > <br />U <br />W LL <br />= <br />a <br />N W <br />W <br />O <br />LL <br />oW <br />< <br />=3 <br />O <br />NMI <br />CID <br />�f <br />Li <br />z�¢ <br />a= <br />ov 3 <br />°N <br />rr, <br />L <br />N c <br />0/ <br />IYI- ca <br />N <br />O <br />7 <br />T <br />N <br />_ C> <br />Z N <br />r <br />T <br />T <br />r <br />r-,M <br />r <br />co CV <br />co <br />0 <br />E <br />N i6 <br />Z <br />E C)0 <br />a. <br />c� ¢ o <br />JOB <br />NO: 20-2746 <br />SCALE : AS NOTED <br />SHEET NO. <br />8 <br />