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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 1 T-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 />afe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />O 00 O <br />O � O <br />8RF14-iB/iT 8RF14-0B/1T 8F16-0B/1T <br />© 0 O <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF400B/1T 8F321B/1T <br />-P <br />o O <br />8F16-1 B/1 T <br />®O <br />O <br />8F20-0B/1T <br />i <br />E <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 />w <br />8F <br />16— <br />B/1 T <br />a <br />,hZ <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />1. c pr mtels = 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 B" 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 />FORM &GROUT SOLID <br />O r W <br />O #5 BAR CONT. <br />8F12-1B/1T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />C C <br />c <br />OrCC <br />C <br />Q <br />0 <br />#5REBAR ATTOP ALTERNATE POWERS <br />MIN. (1) REQ'D <br />e CLEAR STEEL LINTEL <br />O <br />° A <br />G ° .M.U. #5 REBAR AT TOP <br />A° A MIN. (1) REQ'D—Q 1.112"CLEAR <br />a , <br />° 4 a° <br />GROUT <br />J <br />D i-11 <br />Q <br />C.M.U. <br />n <br />5 REBAR AT <br />= N i j <br />— <br />4 <br />BOTTOM OF <br />rn z Lu <br />w w 0 v) <br />LINTEL CAVITY <br />uJ <br />O � <br />` <br />Z <br />—BOTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />O ¢ 0 <br />< 0 a�� Z <br />z '� P w ,n <br />< _' O 3 <br />¢ 1' <br />_ <br />D D <br />�o �. Qo <br />5 REBAR AT BC <br />AS INDICATED <br />✓8"ACTUAL <br />MINAL WIDTH <br />(VARIES) <br />r~n <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 cemendtiuos coating. See contractor specifications <br />5'-10" LL W-6" LL <br />O O <br />5'-10" LL <br />O <br />17'-4" LL <br />( MIN. <br />LINTEL PLAN <br />SCALE: %4'=V-0" <br />Z M <br />0 <br />—0 <br />Z CO <br />Q <br />J <br />i2 <br />Z <br />Z <br />N <br />w <br />OE w <br />= <br />o <br />(%) ~ <br />`0 U <br />0 <br />Co 04 <br />W E <br />1--- <br />— 8 <br />0)M <br />C (a M <br />f`6 -0co <br />O ON <br />ai <br />U <br />L LL CD <br />0 <br />�Y <br />rn CL 0 <br />Lo ov <br />A ' <br />B D• <br />N C B D C <br />If <br />eti 4.0 <br />ro <br />\ <br />0 <br />U_•Z <br />UJ UA <br />W <br />c <br />Q <br />g z <br />O <br />•' <br />a,,� <br />W' N,... <br />���. <br />l�"'ay}�1E�il��� <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. 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 />O <br />Z fV <br />0 <br />f/-t M O <br />M <br />a��`n <br />Q (V Ln <br />Q <br />CY fJ ri <br />Z <br />00 <br />Q <br />Z <br />§ <br />f0 <br />Z <br />W <br />W <br />Za <br />w¢ir[r <br />UZOO <br />Z ..J X <br />tszzV <br />Z <br />�wxJ <br />V Um 04 <br />� LyILl,1� <br />t <br />L <br />} OV <br />LL <br />cn 3 <br />D <br />z <br />O <br />U <br />= <br />J <br />zl� <br />;�f <br />��Z <br />aleP <br />0 <br />N <br />J <br />< <br />Q <br />d' <br />^ <br />`I-fo <br />sg <br />Z <br />w <br />aw <br />� -,o <br />4 <br />W <br />Q <br />Z <br />ZU <br />w~ <br />Z <br />M <br />Z <br />�j90 <br />Alb <br />� <br />^ <br />�Z' <br />a <br />W <br />f <br />...� <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO" 10 <br />SHEET NO. <br />8.0 <br />