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C14 <br />r- <br />C�l <br />C:D <br />C14 <br />a <br />ZE <br />CD <br />C'4 <br />C=) <br />C14 <br />9 <br />V <br />CL <br />E <br />E <br />Cn <br />r 7 <br />00 <br />LU <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. LI-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 L11 80. <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 <br />Safe vertical load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />I I <br />8RF14-1B/1T8RF14-06/1T 8F16-0B/1T 8F16-1B/1T <br />8F20-0B/1T <br />mom 8 <br />Mo <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`32 1B/1T <br />FORM & GROUT SOLID <br />cli <br />0 #5 BAR CONT. <br />8F12-1B/1T <br />(V) <br />'V LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />I T r-c_ Wr_01%.111J/A 1 IVN <br />F = FILLED WITH <br />#5 R <br />MIN. <br />BAR AT TOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />GROUT / U = UNFILLED <br />1/2" <br />R RECESSED <br />4- <br />STEEL LINTEL <br />.--ZLEAR <br />QTY. OF #5 <br />0 <br />-REBA BOTTOM <br />OF LINNEL CAVITY <br />0 <br />4 <br />_.0-C.M.U. <br />#5 REBAR AT TOP <br />< <br />M <br />4 <br />MIN. (1) REQ'D_ <br />1-1/2" CLEAR <br />61-16- B/1T <br />D <br />L? <br />0 <br />A <br />A <br />> <br />-GROUT <br />NOMINAL, QUANTITY OF <br />--#5 REBAR AT <br />(0 < IX <br />T �- � <br />=: Lu <br />-C.M.U. <br />WIDTH #5 REBAR AT <br />0 <br />BOTTOM OF <br />Lu <br />1.- <br />TOP <br />0 <br />LINTEL CAVITY <br />Lu 0 co U) <br />L) i.- -W <br />NOMINAL- <br />BOTTOM <br />, <br />CLLrj 0 <br />HEIGHT <br />Jr <br />REINFORCING <br />< d <br />ir <br />714 <br />7-5/8"ACTUAL <br />PROVIDED IN <br />0 Lu <br />> <br />8" NOMINAL WIDTH <br />LINTEL <br /><Z = - d 3: C14 <br />�- uJ 0 <br /><1 <br />#5 REBAR AT BOTTO <br />AS INDICATED <br />(VARIES) <br />;105 <br />U) T 12- <br />MATERIALS <br />16 GAUGE POWERS <br />1. f c precast fintels = 3500 psi. <br />STEEL BOXED LtNTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 3000 psi wl <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />5. Concrete masonry units (CMU) per ASTM C90 wl <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 lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturees specifications. <br />7/32 wire per ASTM A510. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or & <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 />L�NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPEF- <br />L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />applying the cementitiuos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R_ FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />4'-6" LL 4'-6" LL <br />5-10" LL <br />LINTEL PLAN <br />SCALE: Y4"=V-0" <br />V) CD <br />Q) C-/'3 <br />4--d Lu <br />C) <br />0 L_U <br />r� <br />L/I <br />E <br />0 <br />V) <br />U) <br />-2 C:) <br />CC) r-- <br />Cm'4 <br />L..0 <br />(D <br />cl, <br />M M <br />E <br />8 <br />Lo -.0 Cc-,,) <br />0 -2 C, <br />r <br />LL cc <br />cu co <br />MR0 <br />CD - <br />lip < <br />A I <br />N C C <br />Z ­4 1 t!� <br />b 14% <br />C? <br />LU <br />U) <br />L <br />Pit o 11 <br />CA F i 9 S S <br />gw�� <br />W I <br />Z <br />&L I _r <br />ZZ <br />U1 M'P <br />C�. <br />f.- <br />E <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 2017 Florida <br />signature . d seal is only for the structural engineering <br />port ions of t he drawing pages bearing Engineer's signature <br />and sea[. <br />C) <br />C) <br />Z 1714 <br />0 0) r-, <br />11-� 4-J C:) <br />V) - <br />Z <br />C) <br />C) N <br />.< U-) Lf) <br />CL V) <br />0 <br />Z <br />a) - Lr) <br />ILL <br />CY) <br />C� U <br />OC) <br />E <br />Z <br />Z fa <br />Lu C:) <br />W <br />_J C) <br />MJ <br />0Z <br />OL" <br />; <br />ce <br />uu <br />Z < <br />Z. <br />U < 0 <br />Z L, 0 <br />K-L) <br />UJ (If <br />lzuz� <br />:) Z <br />10 Z <br />� 2 2: <br />0>- 0,0 <br />0- E 0 <br />u_ 0 <br />uw�" <br />cc) <br />8'-' <br />Z Z <br />Z <br />> <br />Z <br />D <br />C: <br />V) <br />_0 <br />0 <br />< <br />Z <br />U <br />LU <br />0Z <br />T <br />Lu <br />r-4 <br />0<0< <br />Z LJ <br />< <br />0 uJ ce <br />�- Z a <br />Z <br />Z <br />LU <br />Lr) <br />uJ CY <br />C') <br />T__4 <br />6i <br />7- <br />Z <br />Ln <br />C:) <br />(N <br />Z <br />Z <br />0 <br />06 <br />Z <br />:5 <br />LU <br />_r <br />< 0 <br />rn <br />T-1 <br />CL <br />Ul) <br />n <br />SCALE AS NOTED <br />DATE 3/19/2018 <br />TECH: MIAMES <br />VERSION No' 4n0 <br />SHEET NO. <br />8.0 <br />