Laserfiche WebLink
O O <br />8F8-1 B/1 T <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 L/180. <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 i . O <br />Safe vertical load Safe horizontal load — I <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />O O <br />8F8-0B/1T 8RF6-0B/1T �. <br />© © O• O O• O ,• �: <br />8RF14-1B/1T 8RF14-OB/1T 8F16-0B/1T 8F16-1B/1T <br />* • • © O © ® 8 20-0B/10T <br />8F441B/1T8F40 1B/iT 8RF400B/1T 8F321B/1T <br />® O ® 8 <br />FORM 8r GROUT SOLID <br />O N W <br />' J <br />U <br />O #5 BAR CONT, <br />8F12-1 B/1T <br />N" LINTEL DETAIL <br />SCALE = N.T.S. <br />e <br />E <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 />a <br />8F16— <br />B/1T <br />UI <br />a <br />00 <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL — <br />HEIGHT <br />MATERIALS <br />cTf preca 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 />#5 REBAR <br />MIN..(1)REQ'D <br />(1) <br />1/2" <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />G e <br />a 6 A <br />#5 REBAR AT TOP <br />2 <br />C7 <br />° <br />G <br />.M.U. <br />W <br />a° a <br />MIN. (1) REQ'D <br />, <br />Q 1-1/2" CLEAR <br />2 <br />Q <br />° <br />o <br />z <br />° n <br />i <br />z <br />A <br />° <br />GROUT <br />D <br />° <br />r J Q <br />Q <br />n <br />a <br />SREBAR AT <br />=tntnW <br />° <br />BOTTOM OF <br />ro Z w <br />O <br />4 <br />0 <br />LINTEL CAVITY <br />o V tt; <br />` <br />\L <br />—BOTTOM <br />O it U O <br />L Un <br />REINFORCING <br />o < C, <br />7-5I8"ACTUAL <br />PROVIDED IN <br />z — w u' <br />D /� D <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ - Ci 3 � <br />Lu <br />#5 REBAR AT BOTTOM <br />Qo �, Qo AS INDICATED <br />(VARIES) <br />t~i' u' a <br />a <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 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 />4'-6" LL <br />O <br />-L <br />L <br />7'-4" LL <br />O <br />ffilkli <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />t^�4.�1 <br />(� V �` N <br />♦ '� C�_ l <br />O <br />u! <br />dN <br />UJ <br />r� <br />r• , <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />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 />co <br />LW <br />P <br />Q <br />W 0 <br />U <br />N <br />N <br />�% <br />O 09 <br />C7 N CV a: <br />tU <br />J J <br />� N LL <br />b <br />® <br />to <br />Cl)rCn <br />=3 <br />a a <br />a <br />r/f M <br />a) LL <br />LI LL j <br />a s 0 <br />e' v° <br />Z <br />.0 <br />Q <br />2 p <br />H <br />d0 <br />EId <br />C CV <br />m o r CO <br />Co Coo <br />m 0 <br />a 0 <br />W <br />IL <br />g Eo'o' <br />Q co Z <br />o <br />O <br />N <br />0 s W <br />(D <br />QD <br />Z N O <br />Z � <br />z <br />o <br />N <br />U) <br />C/1 <br />M <br />Z � <br />f6 <br />U'J Y <br />w o <br />N <br />w E <br />c E <br />N <br />r— o <br />U m <br />LU v <br />r— R E <br />0 8 <br />= <br />III ��• <br />� � � <br />® o <br />rn rn <br />`I mm <br />ti <br />o <br />c <br />w <br />cooZ <br />Z <br />4 <br />g <br />U_ <br />Q E <br />Eco <br />z <br />Z® <br />oa <br />OU <br />� ru <br />a <br />GZ <br />KZ <br />WW <br />L <br />0 <br />Q p <br />J <br />m a <br />ro <br />Z <br />U <br />O <br />Z LL <br />J <br />m <br />01 <br />�N <br />iU) <br />8<300 <br />a <br />ir0 <br />Ik <br />CZ)wF <br />oLL <br />w <br />i-3 <br />xF <br />c� <br />�o <br />O <br />z¢.TTi.83 <br />I <br />aF <br />N O <br />M <br />N <br />W <br />m <br />c� <br />•> <br />U0 <br />T <br />^1 m <br />�i <br />Tc <br />2 <br />Q) <br />O <br />0) <br />00 <br />O <br />J No <br />T— <br />L() <br />N <br />= 0 <br />co <br />r <br />E> <br />�N} <br />T V <br />M r <br />o <br />m <br />Z <br />T <br />E 0 <br />vi N <br />W <br />Z <br />cc <br />@ <br />d <br />E <br />U _J <br />Q a <br />_J <br />JOB <br />NO: <br />20-1124 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8.0 <br />