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II I I I I I !Illl ' III Ill!I 1.A 111 11 ­ II R Ie111.I I. 1!1. II 1 1 1 ' III'JTAIF 119 9111119'111 e'e.I,.1T1_. I I I_:: __ I I I __I 1 _._ __ <br />_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 174" 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 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 vertical (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 verticalloci Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />IEnt. ni <br />e� <br />8F44 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @BOTTOM <br />OF LINTEL CAVITY <br />J¢ i <br />8F 16- <br />B/1 T <br />p <br />Ih ? <br />tNOMINA1. <br />t <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cT-P pr (lintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 3M" 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 />ESP <br />I <br />MIN. <br />#t(1) <br />R CI'D <br />(1) REQ'D <br />ALTERNATE POWERS <br />ILEAR <br />STEEL LINTEL <br />° <br />A <br />a <br />C <br />.M.U. <br />#5 REBAR AT TOP <br />° A <br />e <br />GROUT <br />MIN. (1) RE O'D ° Q <br />o <br />D G <br />1-1/2" CLEAR <br />d <br />4 < <br />O <br />5 REBAR AT <br />BOTTOM OF <br />= h y I j <br />y i w - <br />4 <br />° <br />LINTEL CAVITY <br />U O � <br />um,ci <br />-BOTTOM <br />8' <br />o Z <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />4 c7 ir Zi <br />o 6 o w ,fir^ l <br />i w O <br />45 OTTC <br />7-5/8"ACTUAL <br />'NOMINAL WIDTH <br />(VARIES) <br />;o ;° Q Q <br />; � ¢ a ° ° <br />AS INDICATED <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 manufacturers specifications. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />4. Untel 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 4'-6" LL <br />O OF <br />5'-10" LL <br />OD <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />112 <br />0 <br />Z o <br />Z <br />Q <br />J <br />CL <br />Z <br />Vn)' cD <br />Q) cn <br />w <br />O w <br />1- <br />o <br />w <br />V) <br />0 0 <br />0Dmn <br />U <br />M <br />w <br />E <br />'€ p <br />-u <br />cmcMn <br />cc :O M <br />c N <br />Oo <br />r- LL 0 <br />-00 <br />C .Y <br />Q 0f <br />a o <br />to O <br />CL <br />ch Q O <br />A 1CeDC <br />B D® <br />ci yoo� coZ". <br />tQ •� N <br />"O <br />° <br />IJ t , <br />°�� <br />Vim= <br />. f+ Z a <br />QW <br />..ww c` <1Q0,51. ? <br />m E <br />- <br />� <br />V NO <br />Z � S <br />Q.. -A <br />W Nao16 <br />.to <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 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 />ON <br />Z <br />V) <br />53l^00O <br />t--I M O <br />Q v' - <br />Z <br />a in 'L V_ <br />Q L_ U_ Lf� <br />o" <br />�.- , c <br />oC U a OC) <br />� <br />Q <br />�j � <br />Z M <br />WJ <br />l00 <br />Zz <br />w� <br />Z d <br />f G <br />Y ~ <br />7d- it it <br />rZ80 <br />L-Z <br />£ J <br />uJ <br />W Z N <br />m0 <br />OZ <br />• <br />T <br />v , <br />Z � <br />U <br />i Zuuy <br />� <br />irL}Z-1 <br />O <br />M <br />Ln 3 <br />~g <br />ZQ <br />a) <br />z <br />Q <br />U <br />V/ <br />f <br />Q w <br />uJ <br />a0� <br />X <br />vI <br />J 1" <br />O <br />~ <br />Z'�g <br />a <br />N <br />N <br />� <br />o� <br />Z <br />Z <br />LU1 <br />LP) <br />W <br />�Z , LL <br />Z <br />J <br />�--4 <br />cLLJ <br />G <br />Q <br />1Q Y Q <br />Q H <br />/�/� <br />W <br />Q <br />Z <br />Z <br />F- <br /><WZ <br />ji <br />z <br />m <br />O <br />rl <br />� <br />Q <br />= <br />`Z <br />rn <br />-r-q <br />a <br />V) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />8.0 <br />