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f <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 174" 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 AC1318 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 vertical (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 verticalload Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE -CREPE, QUALITY <br />8F44 1 B/1 T 8F40 113/1 T 8RF400B/1T BF321B/1T <br />is <br />it <br />8F24-1 B/1T <br />(D <br />TYPE DE51CaNAlIVN <br />#5REBAR <br />MIN. <br />ATTOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />F = FILLED WITH <br />GROUT /U=UNFILLED <br />12" <br />CLEAR <br />STEEL LINTEL <br />a <br />R RECESSED <br />QTY. OF #5 <br />4 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />#5 REBAR AT TOP <br />44 ° <br />MIN. (1) REO'D <br />4 1-1/2" CLEAR <br />8 F 16— B/ 1 T <br />a= <br />` <br />" <br />°4 4 <br />a <br />� <br />M <br />0 <br />D <br />° <br />GROUT <br />J O <br />Q <br />tNOMINAL.REBAR <br />N <br />0 4 C.M.U. <br />QUANTITY OF <br />° <br />AT <br />u) _J <br />= — rn w <br />WIDTH #5 REBAR AT <br />° O <br />BOTTOM OF <br />h w <br />0 <br />0 <br />- <br />4 <br />TOP <br />LINTEL CAVITY <br />Ij <br />Q <br />NOMINAL-° <br />-BOTTOM <br />o 12 0 o Z <br />HEIGHT <br />REINFORCING <br />� Q Cd W <br />7-5/8"ACTUAL <br />PROVIDED IN <br />ir <br />o w "r <br />zd 3 <br />D D 5 REBAR AT BOTTC <br />8" NOMINAL WIDTH <br />LINTEL <br />=' Ci <br />� lu <br />Qo �, AS INDICATED <br />(VARIES) <br />y a <br />o <br />. <br />a <br />MATERIALS <br />1. c preca 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 />16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength =1900 psi. <br />6. Rebar per ASTM A615 Grade 60. <br />1. Refer to manufacturer's specifications for Installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of Rr" to prevent noting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />3. If lintel Is stretched or damaged refer to Powers Steel for repair. <br />ire per AST <br />7/32 wM A510. <br />8. Mortar per ASTM M A5 type M or S. <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 />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 />UF UB <br />6-10" LL 6'-6" LL <br />O O <br />4'-6" LL 4'-6" LL <br />E I MIN. <br />17''-44"//LL <br />O <br />6-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />Z o <br />—0 <br />Z r° <br />Z <br />Q <br />CL <br />Z <br />0 <br />nV) <br />w <br />Q <br />O w <br />i- <br />E <br />,V, <br />vl t— <br />o <br />Q) <br />OM <br />m <br />U <br />�M <br />Lr-t <br />F- O <br />—0 <br />C ftf M <br />N Cf M <br />O`oo <br />U� <br />rFZ00 <br />Sao <br />Q0) <br />1.0�t <br />¢6 <br />A 1 <br />B D. <br />N,C B D C <br />u7 ram„ <br />N <br />LLu11JD° <br />7`,�, <br />K <br />cct <br />IL CIJ <br />S <br />v� <br />�v1'ift <br />1ltllre1!:kO <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 />0 <br />� <br />Z <br />O tv l-, <br />1--1 44J (_ <br />P-4 M O <br />M <br />Q Ln 'C3 <br />Q ( LL Ln <br />CL <br />Z�••" <br />M <br />V rLL a 00 <br />Q <br />E <br />fu <br />Z <br />J 0 <br />W <br />J <br />oZ <br />o <br />L <br />Z <br />f a <br />�48,0 <br />C�qa <br />Z <br />� Z <br />R Z W <br />$��8 <br />W W N <br />Z 0 <br />Lu <br />O of <br />Z Z <br />Q O <br />0 <br />ON <br />1r—I <br />g <br />0 <br />> <br />J <br />�� <br />Fn <br />J <br />�f <br />o� <br />ILI ¢ - OZ <br />py <br />F¢¢- <br />D k <br />J <br />Z <br />� O C.) <br />"�ama <br />N <br />Z�¢oa <br />fV <br />0�� <br />Z <br />Z <br />Z <br />LU <br />fV <br />di <br />aU� <br />F O o <br />G LLJ <br />Q <br />O Z V <br />W¢ <br />I~° <br />1Ln <br />1 <br />Ztu <br />� <br />¢�z <br />�0 <br />0 <br />Q <br />J <br />LIJ <br />= <br />¢ z <br />LLJ <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: M]AMES <br />VERSION NO. 10 <br />SHEET NO. <br />8.0 <br />