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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 L/180. <br />6. Bottom field added rebar to be located at the bottom of the ]Intel 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 ration] 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 a 0 <br />Safe vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />O � O <br />8F8-OB/1T <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />+ :�i. :;i. <br />8RF6-OB/1T f-' ' <br />© 0 O o" O <br />O 0 <br />8RF14- / 8RF14-OB/1T 8F16-OB/1T <br />8F44 1B/1T8F40 1B/1T 8RF40OB/1T 8F32113/1T <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />CITY. OF #5 <br />REBAR (tl• 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 />MATERIALS <br />cT-f preen-TTI`ntels = 3500 psi. <br />2. fc prestressed lintels = 6000 pal. <br />3. grouted per ASTM C476 fg - 3000 psi w/ <br />4. maximum 318" 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 />:it'. <br />o o <br />8F16-1B/1T <br />®0 <br />0 <br />8F20-0B/1 T <br />FORM & GROUT SOLID <br />U <br />O #5 BAR CONT. <br />8F12-1B/1T <br />O <br />V LINTEL DETAIL <br />SCALE a N.T.S. <br />C � <br />E <br />CC pCFE <br />E <br />Et <br />CC <br />C� <br />#5 EBAR .(1)RE TTOP ALTERNATE POWERS <br />MIN. (1) REO'D <br />CLEAR STEEL LINTEL <br />0 <br />a ° <br />a .M.U. #5 REBAR AT TOP <br />MIN. (1) REO'D ° d 1-1/2"CLEAR <br />, <br />° <br />C , <br />GROUT <br />D <br />J <br />w <br />Q <br />° <br />4 <br />° <br />5 REBAR AT <br />rn J <br />2 <br />a - <br />' Q <br />O <br />BOTTOM OF <br />LINTEL CAVITY <br />2w <br />LL v OF X W <br />oo <br />-BOTTOM <br />t U O <br />" <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />� ¢ 0 `-J <br />O a d u, <br />> > <br />a <br />1"ACTUAL <br />INAL WI TH <br />m <br />(VARIES) <br />u3 6 <br />° ° <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 plantdetails for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitluos coating. See contractor specifications <br />4'-6" LL <br />OF <br />i'-10" LL <br />O <br />6-6" LL <br />LL <br />7'-4" LL <br />O MIN, <br />LINTEL PLAN <br />SCALE: Y4'=1'-0" <br />u, <br />C9 .- <br />Z c <br />Z <br />Z <br />Q <br />tl <br />Z0 <br />cn <br />4-J w <br />O LU <br />(/i <br />Lo <br />E <br />o <br />~ <br />U <br />w <br />m r` <br />� rNi cn <br />U <br />c <br />Q <br />o <br />Al <br />6 D. <br />N�"n•(' <br />'V <br />zlt� <br />IN <br />Di or • , .. <br />AL <br />a JE <br />..� <br />�l <br />-L <br /><v�C, h <br />- <br />;r <br />at <br />UM <br />w <br />ANA _x <br />C-4. <br />To the best of the En <br />belief, the structura�plarflA/tt4�p 11 tig(upgtl%t id <br />within these drawin s com I�L//�Jrwyfr�,FF(( ride <br />Duilding Code - Residential 6th Edition. Engineer's <br />signature and seal Is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />Z <br />0 <br />� (A in <br />ZQ <br />M <br />� `0 <br />�0 <br />N <br />Q L LL <br />n <br />F- <br />M <br />GC V <br />a 00 <br />C <br />Z 3i f0 <br />Z F- <br />W <br />W <br />I- <br />"U <br />U <br />Nx- <br />0*1 <br />00 <br />� ® <br />L <br />W <br />c <br />Ln <br />o <br />= <br />� <br />Fee <br />LU <br />r4 <br />J <br />o <br />cc <br />02 <br />J <br />Ln <br />W <br />Q <br />Z <br />W <br />Z <br />111 <br />0 <br />2 U <br />� <br />m <br />° <br />06 <br />z <br />CL <br />= <br />a <br />� <br />Ln <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION N0. 10 <br />SHEET NO. <br />8.0 <br />