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 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 . O <br />a e vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />R <br />OO <br />8F8-1B/1T 8F8-0B/1T 8RF6-OB/1T© O O �'• <br />O O O 0 <br />8 F14 1 /1T 8RF14-0B/1T 8F16-0B/1T 8F16-113/1T <br />i © © © ® 8 20-0Bi T <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1B/1T <br />FORM & GROUT SOLID <br />(V Q <br />O ems- J <br />U <br />0 J5 BAR CONT. <br />8F12-1 B/1T <br />"WLINTEL DETAIL <br />SCALE - N.T.S. <br />F <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />� <br />w <br />x <br />8 F 16- <br />B/ 1 T <br />g <br />tNOMINAL. <br />LQUANTITY OF <br />WIDTH#5 <br />WIDTH <br />REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c'�preca lr-rrds = 3500 psi. <br />2. rc prestressed fettels - 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximrun 31W aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 pat. <br />6. Reber per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5 . <br />MIN. <br />BAR 1)RE AT TOP <br />(1) RQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />e 0 e <br />G <br />.M.U. <br />#5 REBAR AT TOP <br />44 e <br />GROUT <br />MIN. (1) REaD d 1-1/2" CLEAR <br />, <br />e <br />n <br />Y <br />C.M.U. <br />S2 <br />° <br />REBAR AT <br />BOTTOM OF <br />= y W <br />rL y Lu - <br />d <br />LINTEL CAVITY <br />V X w <br />o <br />-BOTTOM <br />O V <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />Z 66 p w <br />F •' C1 3 m iREBAR AT BOTTOh <br />Z it i� n �o �, INDICATED <br />7-5/8'ACTUAL <br />NOMINALWIDTH <br />(VARIES) <br />to <br />:J--#.5 <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. Rater 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 cementitiuos coating. See contractor specifications <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: Y4"=1'-0" <br />1 5, <br />10 <br />SE�/y�' <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and spedtications contained within these <br />drawings comply with the 2017 <br />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 />Engineer's signature and seal. <br />E <br />ZN g <br />cii <br />NNN LL LL d <br />aj M F1 W N <br />JLLLL ° a0 " <br />Z <br />s �� 0 W i- <br />1� m O <br />Wr1n�O�jO' <br />m <br />ao� <br />Z <br />ums <br />co ci <br />Z <br />13ILW <br />M <br />°U <br />Z <br />❑❑❑ <br />0 <br />z <br />Z <br />Q � <br />a � <br />Z to <br />a) <br />�4-J <br />CD <br />O <br />V) <br />8m <br />"' N <br />c 2, <br />u <br />C) <br />w <br />8 <br />_ <br />_. <br />Q <br />Cl) <br />7d <br />LL. <br />O <br />ao <br />� R <br />Q <br />E <br />ni <br />00 <br />V <br />Z <br />_Q.ZZ <br />N <br />0¢ <br />°d o <br />o <br />Ott <br />W <br />� <br />CO C <br />- C <br />1 <br />m <br />$W <br />} <br />N '. <br />� pO <br />~ � <br />Z� <br />W <br />� <br />g� <br />4 <br />SO <br />U <br />TW <br />2Z <br />�05 <br />^ <br />NJ <br />� <br />2IW <br />6 <br />sFs <br />U S <br />> <br />ns <br />0 <br />< <br />C U <br />a.^' <br />m <br />a <br />`©`^^ <br />W <br />T"— <br />O <br />(V <br />O <br />T <br />O <br />E <br />.o. <br />eEa <br />c <br />E <br />d <br />U _i <br />Q p <br />� <br />JOB <br />NO: <br />20-6220 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />