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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 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 �� . 0 <br />Safe vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />M WEI E <br />Emmons E 0 a. E <br />F <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />= <br />J <br />u <br />B/1T <br />a z <br />6F16— <br />00 <br />Z <br />tNOMINAL. <br />to <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL. <br />HEIGHT <br />FORM & GROUT SOLID <br />O Z LU <br />U <br />O5 BAR CONT. <br />8F 12-1 B/1 T <br />O <br />V LINTEL DETAIL <br />SCALE = N.T.S. <br />#S EBAR <br />MIN. .(1)RETTOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° ° <br />O <br />°a <br />° c <br />.M.U. <br />#5 REBAR AT TOP <br />° Q <br />° <br />D <br />Q L <br />n ° a <br />a <br />GROUT <br />MIN. (1) REQ'D <br />J Q <br />1.112" CLEAR <br />a a <br />° e <br />o m <br />4 <br />C.M.U. <br />a <br />5 REBAR AT <br />= U) -Z W <br />4 <br />e O <br />BOTTOM OF <br />a rn rw- <br />O <br />o <br />LINTEL CAVITY <br />LUw m <br />\ i 0 <br />—BOTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />O Ci O 1- <br />4 ¢ t7 m Z <br />z `—L O w to <br />¢ _' C1 <br />D D <br />QQ Qo <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />7-5l8"ACTUAL <br />NOMINAL WIDTH <br />(VARIES) <br />U) Lo ¢ n0 <br />MATERIALS <br />c preca-sl7intels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" 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 />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. 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 />O O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />Z <br />o <br />_ <br />0 <br />Z CD <br />O <br />Z <br />'Q <br />O <br />CD <br />n) <br />(DM W N <br />4 J LU <br />a <br />U — <br />O w <br />H <br />C <br />(n � <br />o <br />o 0 <br />V <br />LU <br />F— E <br />N M <br />OlmCMM <br />NMN <br />U <br />Rig a) <br />O o 0 <br />,=U-00 <br />Fti Y <br />= C6 <br />0 <br />05 <br />._ <br />Q m <br />O CL <br />d)¢ O <br />A, <br />B D® <br />NCB,D,C <br />�° <br />�•�'• <br />.w �,\fie\ �..�,• <br />V <br />z alma 0 o <br />' . <br />a <br />N <br />W �" <br />WUM <br />wQ <br />ole— <br />rI <br />3 <br />z aa� <br />W04"' <br />U <br />C%i)E4tC9' <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 Sth Edition (2014) Residential. 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