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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 IT-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 AC1318 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 / . O <br />Safe vertical load Safe horizontal load \— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />INA <br />8F441B/1T8F401B/iT 8RF40OB/1T 8F321B/1T <br />FORM do GROUT SOLID <br />CV Q <br />o �W <br />U <br />O5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"I LINTEL DETAIL <br />SCALE = N.T.S. <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />= <br />C7 <br />w <br />8 F 16— <br />B/ 1 T <br />H J <br />a <br />W <br />'r' z <br />T <br />t NOMINA <br />L <br />L QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cprecastirntels = 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 />#5 EBAR <br />MIN. <br />.(1)RE <br />TTOP <br />(1) REQ'D <br />1/2 <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />e <br />O <br />e � e <br />a <br />a <br />,M.U. <br />#5 REBAR AT TOP <br />4 <br />o <br />D <br />4- a <br />� <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />C e e <br />u <br />GROUT <br />r J <br />Q <br />e <br />n <br />C.M.U. <br />5 REBAR AT <br />= U)L j <br />4 <br />BOTTOM OF <br />rn z w <br />w i- y <br />a <br />LINTEL CAVITY <br />V <br />xO <br />\ � <br />—BOTTOMOLU <br />O ¢ Li z <br />L " A <br />REINFORCING <br />G ¢ aCo Z <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z— j w N <br />¢ b <br />D D <br />#5 REBAR AT BOTTON <br />NOMINAL WIDTH <br />(VARIES) <br />00 <br />u~i 0 ¢ a <br />�o L, <br />AS INDICATED <br />o <br />4 <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 />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 cementitiuos coating. See contractor specifications <br />4'-6" LL 4'-6" LL <br />O O <br />5'-10" LL <br />O <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />0 t2 <br />0. <br />0 <br />v C) <br />Q <br />J <br />d <br />U) z <br />to CD <br />w <br />• U <br />O"' <br />'m <br />E <br />C/7 f— <br />o 0 <br />m ti <br />U <br />1.11 <br />F— EEp <br />U <br />U) M <br />C fU Cl) <br />Lu -0 Q <br />O O O <br />= Qj <br />L lL M <br />U <br />W Q. <br />c <br />Qm <br />U)o� <br />�<o <br />III <br />D <br />Oaf' <br />i/ <br />VIM <br />&0 <br />y ° 1Zk E <br />°n_r r•) <br />A' <br />J° o <br />LL ° <br />�1■ °� � � N '�,L� <br />tAi <br />° tY <br />Oa o Q.( 'a <br />Ic <br />NIc"�CI <br />LL N <br />.. <br />� <br />14 s s % <br />�9�\ <br />To the best of the Engineer's kno , i ormation, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building 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 />O <br />Zr-J <br />0 <br />ate) Ln IS '� <br />lei V / M O <br />M <br />2 <br /><C 'fO Ln <br />0 <br />Q U_ <br />V a 00 <br />c( <br />E <br />Z <br />W <br />J� <br />OZ <br />�Q <br />cI <br />za <br />f a <br />wZ1WO <br />Uzoo <br />ZLuw <br />zQz <br />�ofw <br />}apt <br />ago 0 <br />0��0 <br />ZZ <br />�o <br />z <br />D <br />M <br />M <br />� <br />o <br />O <br />V <br />;^ <br />f <br />J <br />^ <br />JQ <br />w <br />v' <br />Jp�O <br />W <br />O r <br />¢Yr <br />OO 8U� QQ <br />M <br />w J <br />U y m a <br />(V <br />Z4o< <br />w�Z¢ <br />Q <br />�} <br />v <br />0<<3: <br />a <br />U 114 r Z 0 <br />Z <br />N <br />oo90 <br />W <br />LPG <br />LLJ <br />a <br />J <br />,-•� <br />li.l <br />� <br />Z <br />8 o <br />W U <br />LL <br />M <br />Q <br />W Z <br />c <br />*k <br />Z <br />& Z <br />O <br />C6 <br />g <br />U <br />= <br />¢ Ln <br />z <br />uJ <br />r, <br />.—i <br />IZ <br />cn <br />X <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION NO. 10 <br />SHEET NO. <br />8.0 <br />