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I _1 <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 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 a 0 <br />Safe vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />1111111rium, MEMO <br />.E-1 M-1 <br />0 MEN <br />8F44 1B/1T8F40 1B/1T 8RF40OB/1T 8F321B/1T <br />FORM dr GROUT SOLID <br />�U <br />° #s BAR CONT. <br />8F12-1 B/1 T <br />""LINTEL DETAIL <br />SCALE = N.T.S. <br />C p <br />= E <br />C <br />E <br />■ ■ <br />■ ■ <br />— <br />= E <br />.. . <br />■ <br />■ <br />E E <br />C E <br />° <br />° <br />C <br />__ <br />— <br />�_ <br />E <br />C <br />E <br />C <br />—_ <br />E <br />' <br />■' <br />:Mom <br />e <br />— <br />E <br />— <br />C <br />N i <br />■ ■ <br />M no■ <br />SEEN. <br />i- <br />_■ <br />EE <br />. .. <br />.. <br />.. <br />.. <br />.. <br />.. <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @BOTTOM <br />OF LINTEL CAVITY <br />8F16— <br />B/1T <br />fNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cT-P mantels = 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 wl <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 />#5REBAR <br />MIN. <br />AT <br />(1) REQ'D <br />LEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />O <br />G A <br />G <br />04 C.M.U. <br />#5 REBAR AT TOP <br />e A <br />a <br />GROUT <br />MIN. (1) REQ'D d <br />° <br />_ <br />D <br />1-1/2" CLEAR <br />a <br />e <br />c <br />< <br />N J Q <br />rn N ¢ d <br />C.M.U. <br />n <br />5 REBAR AT <br />BOTTOM OF <br />= — F- w <br />u <br />° <br />a ti <br />W O 4 — <br />� <br />0 <br />LINTEL CAVITY <br />Ui Co <br />it 6 0 <br />—BOTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />� <br />¢ G C7 <br />zLL ir <br />w m <br />¢ i7 3':D <br />5 REBAR AT BOTTOM <br />7-5/8"ACTUAL <br />'NOMINAL WIDTH <br />M R `n �. Q <br />AS INDICATED <br />(VARIES) <br />o o <br />Q <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 />0R <br />iV— <br />a <br />00 <br />0 <br />9 <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/detalls 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 />5'-10" LL 6-6" LL <br />O O <br />5'-10" LL <br />O <br />17'-4" LL <br />(i)MIN. <br />LINTEL PLAN <br />SCALE: Y4'=1'-0" <br />{n <br />C9 <br />Z g <br />Z <br />Z <br />Q <br />a <br />z <br />to c� <br />N <br />4--J w <br />(DM <br />V — <br />O r <br />120 <br />E <br />U <br />� rNi cn <br />LLJ <br />= dj <br />O 00 <br />00 <br />Lrs LL <br />U Gj <br />tTj t <br />0 <br />Q� <br />0 <br />B <br />D. <br />N C B D \ <br />.' �.. <br />Cn <br />F'� <br />w <br />W N<rio���II��i�1 p <br />To the best of the Englneer's knowledge, Information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Bullding 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 />Z (1-4 <br />0 CU N <br />>U)fy)G <br />M <br />Q M Ln <br />(L <br />CL .-. <br />oC � am <br />00 <br />Q <br />Z <br />WC) <br />Jo <br />w <br />Za <br />qqqd qgggg� <br />22 Z <br />W <br />O <br />R H <br />Z <br />C <br />C <br />T <br />< <br />J <br />K <br />U <br />i—J <br />J <br />Z <br />W <br />o- S <br />N <br />fV <br />b <br />_J <br />3 <br />Z <br />CIuJ Ce <br />rl <br />Q <br />Z <br />z <br />W1- <br />� g <br />N <br />0o <br />O <br />N <br />Z <br />Z <br />1W- <br />w <br />O <br />,- q <br />0- <br />= <br />V) <br />W <br />SCALE : AS NOTED <br />DATE : 3/19/2018 <br />TECH: MJAMES <br />VERSION NO• 4mO <br />SHEET NO. <br />8.0 <br />