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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 174" 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. 7132" 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 / . 0 <br />Safe vertical load + Safe horizontal load `_ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />i- <br />8F8-1B/1T 8F8-0B/1T B/ <br />�l <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />''� • ;1� : ; Ali : : R'. <br />o O <br />8RF6-0B/1T <br />© O O O, O <br />O O <br />8RF14-113/1T 8RF14-08/1T 8F16-0B/iT <br />© 9 O <br />8F44 1 B/iT 8F40 1 B/1T 8RF40 OB/1T 8F321 B/1T <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F 16- <br />B/1 T <br />U <br />< <br />ZO <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cif precastlintels = 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 />J19", <br />�'• <br />8F16-1 B/10T <br />© <br />0 <br />8F20-OB <br />%T <br />T 8F20.1B/11T <br />8F20-1B-2 <br />® © <br />(KI <br />O O <br />81=24-013A T <br />O <br />8F244-11 B/1 T <br />(! <br />#5 R1) RAT TOP MIN. (1) ALTERNATE POWERS <br />MIN. REQ'D <br />CLEAR STEEL LINTEL <br />° d <br />° <br />d .M.U. #5 REBAR AT TOP <br />d ° d MIN. (1) REQ'D ° 4 1-1/2" CLEAR <br />GROUT <br />D <br />4. d <br />�, < <br />'o <br />4 <br />d <br />5 REBAR AT <br />~ _ <br />x—(nw <br />4 <br />O <br />BOTTOM OF <br />U) 2 Lu <br />OF ai <br />LINTEL CAVITY <br />o V � <br />\'L <br />—BOTTOM <br />0XUOZ <br />REINFORCING <br />C ¢ C7 Z <br />"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z LL O w <br />D D <br />NAL WIDTH <br />F co w 0° <br />Q Q <br />(VARIES) <br />i6 ¢ r, <br />o 0 <br />a <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 cementftiuos coating. See contractor specifications <br />4'-6" LL 4'-6" LL <br />O O <br />6-10" LL <br />O <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />zM <br />o <br />_ <br />Z � o <br />Z <br />cn6 <br />J M 0) <br />n a) m t` <br />Qa� <br />`o °) <br />zp� -LL <br />/t <br />V o � O N <br />n' _ <br />W r M <br />4--) W Z 2 <br />0 00 <br />�U <br />— <br />O LLI — <br />�m <br />� � H <br />Eo <br />0 <br />N <br />U NO M co <br />W co N <br />CO <br />f— EO = W <br />M <br />O _O 00 <br />= a) M <br />U00 oY <br />t <br />0 p O <br />a <br />Q rn v� Q <br />LO <br />rn <br />A' N C B D C <br />'W B D. <br />Lo <br />TN co <br />2 W - '. <br />T` <br />0 <br />:"� ��} � �•:''-' 1. <br />lL L� <br />� <br />{1��l..,, <br />94 <br />❑ ❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th 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 />0 <br />z� <br />0 ate) n <br />Faun M C) <br />a U-) <br />Q LL <br />Vfu <br />a 00 <br />Q <br />WJ <br />� <br />J <br />oZ <br />0 <br />w � <br />za <br />< <br />¢ <br /><ce <br />Z80 <br />zww�f— Z <br />s o w Z <br />� J <br />7 <br />LO <br />OUO-'2O <br />1 ■ <br />10 <br />mz0 <br />O Lu <br />Z <br />Z 0 <br />T <br />¢ <br />v , <br />TI <br />Z <br />F Z <br />Lu <br />Z <br />0 <br />-0 <br />3 <br />fu <br />M <br />O <br />> <br />J <br />Ja <br />U <br />(n <br />f <br />a <br />J <br />L1J <br />�W <br />oZO <br />a a <br />o <br />—I 7r' <br />ZO <br />O caJ <br />..._'. <br />Z <br />WX <br />J <br />Z 0 <br />Z <br />N <br /><IW� <br />$og� <br />Z <br />a <br />Z <br />N <br />Ea <br />LU <br />J <br />Ln <br />�--I <br />W <br />Woz <br />QLL5 <br />o <br />o <br />LLI <br />Q <br />Z <br />LJ <br />g�� <br />� <br />� <br />Q <br />Z <br />¢Wz <br />dam' <br />ZU <br />F <br />,�16 <br />Z <br />Z <br />JZ <br />aZO <br />rn <br />,-I <br />V) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION NO' 10 <br />SHEET NO. <br />8.0 <br />