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Ll_ I I 9 11 a. 1 - I I. <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 1 T-4" and <br />longer with a nominal height of 8" meet or exceed L/180. <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 />I <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />a <br />W <br />8 F 16— B/ 1 T <br />a <br />� <br />o <br />� <br />Z <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />o <br />HEIGHT <br />#S EBAR IN. <br />AT TOP ALTERNATE POWERS <br />MIN. (1) REO'D <br />° CLEAR STEEL LINTEL <br />0 <br />A <br />° M.U. #5 REBAR AT TOP <br />° ° ° MIN. (1) REQ'D =' <] 1-1/2" CLEAR <br />° <br />a <br />° <br />GROUT <br />° <br />r <br />J <br />cn ¢ m <br />° <br />5 REBAR AT <br />= u�—i y w <br />° 0 <br />BOTTOM OF <br />rn z w - <br />LINTEL CAVITY <br />U 0O u; <br />"W—BOTTOM <br />w <br />O � U O z <br />REINFORCING <br />< ¢ O m <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />—` O w G <br />b 3p al <br />02 <br />VOMINAL WIDTH <br />(VARIES) <br />W m ¢ a uj <br />MATERIALS <br />cT-f precast- lintels = 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 />& 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 />I> <br />° <br />C.M.U. <br />#5 REBAR AT BOTTOM <br />J <br />AS INDICATED <br />n <br />n <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 />F�7 F <br />4'-6" LL 4'-6" LL <br />D <br />5-10" LL <br />LINTEL PLANI <br />SCALE: %4"=1'-0" 1 <br />(D Lo <br />z(DO <br />Z <br />Q <br />O <br />J <br />U) ZCZ <br />n�n , <br />W cn <br />(DIM(D- <br />+_J w <br />•V — <br />m <br />OLIJ <br />0 <br />V) <br />M ~ <br />00 <br />in <br />w <br />H E <br />' m UUU <br />C m M <br />M-0M <br />O L 0 <br />U <br />Co <br />0 <br />(D <br />� _4 <br />Q CD <br />u) a <br />LO 0 't <br />Qs Q O <br />A 1 <br />B D® <br />.•QFa�,.... <br />o 0 <br />J <br />�` ttttffffffff <br />s-'k"`p <br />c <br />4 <br />w w: <br />of r <br />P 01 <br />31 <br />�'�• <br />C <br />d, a <br />�} <br />1Ns <br />.0 w.. _ ;r <br />ca <br />W Q <br />nl O <br />E6,«I f` i� <br />� -40 <br />.LL �4� <br />W' 3E C)-�P- <br />OO S1 <br />�f— <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 St h 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 />LA M O <br />M <br />< -0 V- <br />a. cn •L <br />Q LJ_ <br />C" I M <br />QG U nC o <br />Q <br />C u <br />Z to <br />WJ C:) <br />Z5 s <br />W0 <br />zaa <br />f <br />�'zoo <br />zwwlY <br />uz2 <br />z <br />wz <br />� (YY 0 J <br />104 <br />CCF1l <br />1 <br />rV7— <br />w <br />cn <br />z <br />1� <br />ro <br />2:z <br />O <br />D <br />(0 <br />M <br />�� <br />2: <br />, <br />z <br />Zo <br />Q <br />, ^ <br />^ <br />J <br />LLI <br />�J <br />O LL-0 <br />¢ 1- <br />..O <br />0 <br />x0 <br />k <br />N <br />J <br />VIY�a <br />ga0¢ <br />wok <br />�QQ <br />W Ix <br />UJ <br />Ln <br />a 0,1 <br />^ i- Z <br />Lij <br />2: <br />Q <br />V <br />� <br />Ln <br />N <br />Q <br />Z <br />Z <br />�j <br />°�wz <br />a <br />rn <br />Z <br />4 <br />LU <br />V <br />Jo <br />T( <br />a <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FFLORES <br />VERSION NO. 10 <br />SHEET NO. <br />8.0 <br />