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I I _ I,l_ _ I I I I I I L'IL -_ I I'I _ I I I I _1 1 _ I 1_ 11 1 I II i_ 9_ _ __ I _ I I <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 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 AC1530 <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 />a e vertical load Safe horizontal load \— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE —CREPE, QUALITY <br />0 0 <br />8F8-1 B/1 T <br />8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />a <br />IC <br />E <br />i <br />III <br />00 <br />no <br />F <br />mom <br />E <br />UEDWITAI IVIv <br />I T r.FILLED <br />REBAR#5(1) <br />MIN. <br />AT Q'D <br />(1) REO'D <br />ALTERNATE POWERS <br />F =FILLED WITH <br />GROUT /U=UNFILLED <br />CLEAR <br />EAR <br />STEEL LINTEL <br />n <br />= <br />R RECESSED <br />QTY. OF #5 <br />° ° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />4 ° <br />M.U. <br />#5 REBAR AT TOP <br />G <br />j <br />Lu <br />° <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />° <br />8F 16- B/1 T <br />U <br />O` <br />F <br />Q <br />z <br />f <br />V " <br />° <br />° ° <br />� <br />z <br />° ° <br />GROUT <br />tNOMINA <br />C.M.U. <br />QUANTITY OF <br />5 REBAR AT <br />WIDTH #5 REBAR AT <br />° <br />BOTTOM OF <br />a w i uJ <br />Q - <br />TOP <br />° <br />LINTEL CAVITY <br />o O h W <br />NOMINAL- <br />-BOTTOM <br />o o z <br />o <br />— <br />HEIGHT <br />REINFORCING <br />< ¢ C7 Co <br />"-- <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z o W Ln <br />8" NOMINAL WIDTH <br />LINTEL <br />Q -- Q 3 m <br />1- io. <br />°a <br />�. C <br />5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />a ir <br />o <br />MATERIALS <br />c�calintels = 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 />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <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 manufacturers specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturers 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 />i <br />F j F <br />5'-10" LL 6-6" LL <br />F B <br />5'-10" LL <br />F <br />17'-4" LL <br />E MIN. <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />Z <br />0 <br />0 <br />Z <br />Q <br />Jtji <br />z <br />W (n <br />i--J w <br />M <br />�U — <br />0 LU <br />C <br />I— <br />E <br />0 <br />t/ i ~ <br />o 0 <br />(� U <br />CO N <br />u, M <br />LLI <br />r. — U <br />C W M <br />O Oo <br />s, <br />`' l"- = O <br />;. <br />Ua) <br />c- cZ 00 <br />LvY <br />Q m <br />(no-o <br />Lo OV <br />0) Q O <br />A 1 <br />B D® <br />Bo. <br />io <br />oAit� <br />P 4j M cp. 6 <br />CD <br />J <br />W QLL 0 <br />Z0>v Q <br />0. <br />ctLO. <br />m�ry <br />Z � <br />W i <br />04 <br />. <br />CCC❑ <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 />O <br />O <br />Z N <br />O N r\ <br />F" 4-J O <br />> (n M <br />F--t M O <br />Q D Lr) <br />Za <br />•L <br />Ui <br />Q U- <br />� <br />QY V fl. 00 <br />Z ? f0 <br />LU <br />LU J�� <br />0Z <br />O <br />S <br />w0 <br />Z a <br />f a <br />tj <br />O <br />Z V O <br />� w � <br />F <br />S 0 w Z <br />Lq <br />Lo <br />Lo <br />OaW'�o <br />W <br />mZpp <br />L <br />8'-" <br />Z O <br />> <br />Z Z <br />Z <br />Z <br />a <br />UU <br />= <br />a_ <br />W <br />O W <br />¢ O 1OZ <br />= <br />Q <br />.I <br />O <br />Z <br />C x: ouO O g <br />a'p]J <br />N <br />J <br />o¢oa <br />a<a3 <br />� W <br />~$ <br />Q <br />Z <br />�28 <br />Soo <br />Z <br />W <br />J <br />�^-I <br />Lf) <br />LLJ <br />W O <br />r-i <br />�- <br />0 Lu <br />O >< 4 <br />H <br />ri <br />Ln <br />Q <br />Z <br />Z <br />W <br />V) Z z <br />0 <br />r� <br />:5= <br />a z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION N0. 10 <br />SHEET NO. <br />8.0 <br />