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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 repar 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 wails 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 verical (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 />Safe I <br />vertical load Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />Bona BE <br />i <br />!I. <br />8F44 1B/1T8F40 1B/1T 8RF40OBAT 8F321B/1T <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @BOTTOM <br />OF LINTEL CAVITY <br />8 F 16- B/ 1 T <br />F- <br />J <br />tNOMINALQUANTITY <br />r <br />� <br />OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL - <br />o <br />HEIGHT <br />MATERIALS <br />cTf precaS intels = 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 />01 <br />SM <br />#5 EBAR <br />.(1)RE TTOP ALTERNATE POWERS <br />MIN. (1) REQ'D <br />d -`A STEEL LINTEL <br />d 0 <br />d <br />° <br />d .M.U. #5 REBAR AT TOP <br />d ° d MIN. (1) REQ'D ° 4 1-1/2" CLEAR <br />° <br />° d <br />d <br />a <br />° <br />GROUT <br />_J <br />a <br />d <br />REBAR AT <br />J <br />4 <br />° <br />BOTTOM OF <br />� ? w <br />w W y <br />LINTEL CAVITY <br />O C <br />1' Z_ <br />OTTOM <br />o. ,38z <br />Q " <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />Q ¢ O m <br />Z LL p w ,n <br />¢ <br />D D <br />�L � <br />REBAR AT B( <br />AS INDICATED <br />7-5/WACTUAL <br />40MINAL WIDTH <br />(VARIES) <br />con0 <br />° . L. <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'-6" LL 4'-6" LL <br />O O <br />6-10" LL <br />O <br />LINTEL PLAN <br />SCALE: %4 =1'-0" <br />Z o <br />o <br />�O <br />nV) <br />W <br />cep <br />LU <br />Q <br />O <br />I— <br />E <br />N <br />6-- <br />�� <br />0 <br />OM <br />O <br />> � <br />V <br />CO <br />N M <br />L!J <br />F-- E <br />--0 <br />C) M M <br />ti6 ;O M <br />O o0 <br />f, t C-) N <br />t LL M <br />O Y <br />IV D <br />x <br />t` <br />CLO <br />N O V <br />m'Ch <br />-- <br />¢ 6 <br />A 1 <br />B D. <br />NCBDC <br />—a <br />C <br />JI <br />CID <br />O <br />C <br />o ,N <br />, <br />Z <br />o. o <br />�� N <br />LL <br />oiro <br />04 ` <br />M. " <br />of <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 />Z� <br />O 4-J <br />H M O <br />a�M In <br />Ln <br />� <br />Q LL <br />Q <br />U �- <br />Q u <br />E <br />fL3 <br />Z <br />WJ <br />�O <br />O <br />x Z <br />�5 <br />w< <br />z¢� <br />a� <br />g <br />oa ow <br />z�0 <br />Z w w <br />z <br />=aWz <br />J W <br />J <br />T� <br />OU'���0 <br />w <br />mzO <br />oZ <br />zz <br />>o <br />¢z <br />Lu <br />O <br />M <br />F- <br />z <br />o <br />O <br />V <br />(u <br />�- <br />UJ <br />_ <br />W I <br />LL <br />¢°OZ <br />0 <br />OU <br />OR <br />�.N�S <br />Z <br />z°adoa <br />J <br />w Q Z <br />Z <br />Z <br />LU <br />N <br />LLJ <br />agu_ <br />�Q�Z <br />J <br />LU <br />Q <br />o � ¢ <br />r-i <br />M <br />Q <br />ZLIJ <br />~� <br />¢�z <br />*k <br />Z <br />Z <br />a Z <br />m <br />,� <br />:5= <br />JO <br />¢ Z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO' 10 <br />SHEET NO. <br />8.0 <br />i i, 110 1d r" Ii i I ilmira.t -' r waiui Grua I i"our mi=.:axihi its ,-t u i Zi I i 1I <br />