Laserfiche WebLink
8F8-1 B/1T <br />O <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 verttcal (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 / 1 .0 <br />e a vertical load Safe horizontal load -` <br />GENERAL CONCRETE LINTEL SCHEDULE <br />O O <br />8F8-0B/1 T <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />FIr <br />O 01 <br />8RF6-0B/1T <br />© O O O" O <br />O O <br />8RF 4-iB/iT 8RF14-0B/1T 8F16-0B/1T <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40OB/1T 8F321B11T <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />U 16- <br />EMT <br />a <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />c�T"i�precast lintels = 35M 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 />:i,'" <br />O � O <br />O O <br />8F16-1 B/'IT <br />® 8F20-0B/1 <br />T <br />FORM & GROUT SOLID <br />Q LU <br />�U <br />O #5 BAR COW. <br />8F12-1 B/1 T <br />O <br />N" LINTEL DETAIL <br />SCALE = N.T.S. <br />:4L <br />O O <br />o 0j <br />0 0 <br />8F20-1B-2T <br />© <br />0 0 <br />8F24-008/1T <br />J <br />8F24-11B/1T <br />I <br />8F20-11B/1T <br />O <br />REBAR <br />MIN. <br />AT <br />(1) REO'D <br />1n <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />0 <br />A <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />a ` A <br />a <br />GROUT <br />MIN. (1) REO'D ° 4 <br />- <br />D <br />1-1/2" CLEAR <br />e e <br />° <br />< <br />J a <br />e <br />5 REBAR AT <br />= - m I j <br />BOTTOM OF <br />F" y Z W 1 _ <br />Lou O j 4 <br />LINTEL CAVITY <br />laai r <br />WLu n <br />-BOTTOM <br />Ct <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />Q a 6X <br />zO i`- 6 w ,n <br />¢ "' CJ 3)p D D <br />#5 REBAR AT BOTTO <br />7-5/87ACTUAL <br />40MINAL WIDTH <br />(VARIES) <br />t~i� uZ ¢ R �o �. <br />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 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'-0" LL <br />DF <br />5'-10" LL <br />O <br />5'-4" LL <br />O <br />LINTEL PLAN <br />SCALE: Y4'=1'-0" <br />C9 .- <br />Z � <br />Z <br />Z <br />Q <br />a <br />Z <br />^V) <br />�J w <br />(D W cry <br />flu_ <br />O <br />N r <br />tpEq <br />.� t/) <br />�m <br />U <br />ca o <br />�C1`1 <br />11J <br />® <br />Cn <br />C t[I M <br />O <br />y <br />= �Np <br />U <br />01- <br />U) <br />to <br />Q0,1<o <br />Al1 <br />1BI <br />D. <br />N C B D C <br />0 ---; <br />\\`���. W'S <br />\ � C. �• ��Q <br />� I. <br />I� <br />o <br />U0 89 `1.�"o <br />r <br />F <br />N a <br />OFES5 <br />R <br />To the best of the Engineers rrhbtion, and <br />belief, the structural plans and spec' ca ions 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 />0 <br />Z NO <br />0 c <br />U.) M C <br />M <br />Q f) M LPG <br />U <br />Q i1 <br />Z <br />V a 00 <br />Q � <br />Za u <br />Z ca <br />WJ <br />C) <br />�z <br />w� <br />Za <br />f� <br />�0 <br />- O J <br />0 p <br />V - <br />0 <br />w� <br />Z <br />LL <br />Vaal <br />L <br />O;a <br />U <br />= <br />LU <br />QW <br />0� <br />I--- <br />J <br />aaa <br />`` <br />z <br />^�LLs <br />< LU W <br />Z <br />Cy d6 <br />J <br />LLI <br />Z <br />LLJ <br />� u_ <br />$ Z <br />4t <br />N <br />Lu <br />t7u <br />Z <br />om <br />b <br />4Z <br />:5 <br />LU <br />W <br />SCALE : AS NOTED <br />DATE : 1 /31 /2018 <br />TECH: ERAND <br />VERSION N0. 2n0_ <br />SHEET NO. <br />8.0 <br />