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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 L/360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed L1180, <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 vertcal (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 �� . 0 <br />Sate vertical load + Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />O O O •• O <br />8F8-1B/1T 8F8-0B/1T <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALffY <br />0 0 <br />8RF6-08/1 T <br />© O O o• O <br />O O <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T <br />8F44 1B/1T8F401B/1T 8RF400BAT 8F321B/1T <br />® © ® 8 <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8 F 16- <br />B/ 1 T <br />U <br />a <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c-T-f' p�Tntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 3V 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 />;�: <br />,�� <br />O O <br />8F16-1B/1T <br />�'. <br />® <br />0,0 <br />8F20-0B% <br />T 8F20-1B/ T <br />8F20-1B-2T <br />O O <br />8F24-0B/1T <br />O <br />8F24-1BAT <br />O <br />#5 REBAR TOP ALTERNATE POWERS <br />IN. (1) REQ'D <br />d d 1/2" <br />CLEAR STEEL LINTEL <br />d <br />d M.U. #5 REBAR AT TOP <br />d v d MIN. (1) REQ'D ° 4 1-1/2" CLEAR <br />d d <br />d <br />GROUT <br />D <br />< <br /><1 <br />y a� <br />4 <br />° <br />REBAR AT <br />= y W <br />" <br />BOTTOM OF <br />LINTEL CAVITY <br />c�i W <br />o V ) � <br />- <br />4 <br />, <br />-BOTTOM <br />0 It 0 o Z <br />REINFORCING <br />a cd 00 <br />\ <br />/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />iq <br />•' <br />D p <br />MINAL WIDTH <br />wp `N° <br />9 <br />Q p a <br />(VARIES) <br />m IT a <br />o 0 <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 cementltiuos coating. See contractor specifications <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />V-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />c� <br />Z o <br />Z C° <br />Z <br />Q <br />J <br />z <br />W <br />(DIM <br />4_j w <br />U <br />O W <br />Lv <br />rr^^ <br />E <br />o <br />CO <br />v , i - <br />tV U <br />O O <br />W <br />~ <br />O <br />-00 <br />�co <br />to Cl) <br />Cl) <br />N a <br />Ooo <br />_ � <br />Um <br />FL <br />Nao <br />!~ Y <br />Q 07 <br />Lo 0 V <br />O Q 0. <br />A' <br />N C B D C <br />-� (lY-:+% _ `amp¢ <br />Q N LL <br />�Y � <br />LL <br />T1 <br />77n Y <br />13f9t). C <br />Z .t <br />W a o .er i,` a` <br />LLZ O MUJI <br />.� <br />J <br />O U <br />U co <br />❑❑ <br />To the best of the Engineer's knowledge, informationand <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />O <br />Z f%j <br />0 � N <br />U7 t,D <br />t>-t M O <br />QV'�� <br />a "i <br />U n <br />Q � U_ <br />V a.00 <br />Q C <br />Z <br />Lu <br />J C) <br />W <br />J <br />Z <br />w2 <br />Za <br />Z <br />S� <br />Z80 <br />F2w <br />2 E Z z <br />J <br />J <br />TI <br />8LUIg <br />W N <br />W mZp <br />0 to <br />2 Z <br />1� <br />} O <br />�z <br />O <br />M <br />a3 <br />p <br />> <br />� <br />C: <br />Z <br />J <br />g <br />U <br />(uf <br />a <br />W <br />W <br />a�O <br />p <br />X <br />0. <br />7 <br />i--m <br />(V <br />J <br />zoo` <br />'lu7aQa <br />Mix <br />Z <br />Z <br />N <br />o, � o <br />W <br />J <br />ri <br />c� <br />Q <br />W <br />Z <br />�0z <br />a W � <br />OZ8 <br />O Y a <br />aF <br />¢�z <br />rr�� <br />Ro <br />o <br />to <br />Z <br />g <br />=LU <br />rn <br />Z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />8.0 <br />