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I I I L1'I WP1! 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 17'-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 veritcel (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 />F� = <br />o'i•o 0 0 0 0 <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T �. <br />AO © © O O O O .� '• <br />O O O O <br />8RF14-1B/1T8RF14-0B/1T 8F16-OB/1T 8F16-1B/1T <br />8F20-0B/1T <br />8F44 1 B/1 T 81740 1 B/1 T 8RF40 OB/1 T 8F321 B/1 T <br />FORM do GROUT SOLID <br />'v _ <br />CV Q <br />O .WJ <br />�U <br />O #5 BAR CONY. <br />8F12-1 B/1 T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />TYPE DESIGNATION <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— <br />B/1 T <br />F- <br />a <br />00 <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cTi'�precasTiintels = 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 wl <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 />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5REBAR AT TOP ALTERNATE POWERS <br />MIN. (1) REO'D <br />STEEL LINTEL <br />CLEAR <br />0 <br />e <br />a .M.U. #5 REBAR AT TOP <br />44 e MIN. (1) REQ'D ° 4 1-1/2" CLEAR <br />a„ <br />a e <br />e <br />4 < <br />GROUT <br />J <br />a L <br />C.M.U. <br />e <br />5 REBAR AT <br />= r~n w <br />4 - <br />a O <br />BOTTOM OF <br />iL m Fw- <br />LOU <br />o <br />LINTEL CAVITY <br />10 x w <br />1 <br />-BOTTOM <br />O X d O Z <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ C7 20 ^ <br />O LL O w ,n <br />W% <br />D L4�," <br />#5REBAR AT B( <br />7-518"ACTUAL <br />'NOMINAL WIDTH <br />i r' <br />INDICATED <br />(VARIES) <br />rn m <br />aAS <br />LINTEL MINIMUM DEPTHS ARE GALLED 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 />5'-10" LL 6-6" LL <br />OF O <br />4'-6" LL 4'-6" LL <br />O MIN. <br />17'-4" LL <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />0 <br />0!�2 <br />Z ch <br />0 <br />Z <br />Q <br />J <br />cn <br />w <br />•V — <br />O w <br />F- <br />c <br />� <br />0 <br />m <br />U <br />M oa m <br />w <br />E <br />8 <br />c cc M <br />O o co <br />U <br />L.L c00 <br />o <br />o @ <br />1:2f <br />< <br />A <br />1 <br />N GB D C <br />-. O <br />!p/M N <br />',1 <br />7[- • t11 <br />LLJ <br />ym �� <br />1 <br />UM°' <br />C-1 <br />a o' <br />?u. S r <br />1Y . �A M <br />J. <br />®Pt <br />I <br />SS',C <br />' <br />2eQ <br />t <br />1, To the best of the Engineer's kn I fo motion, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />0 <br />Z fV <br />O <br />r� <br />1,0 <br />t 4 C) <br />M <br />Q� 0L17 <br />a cn •� d- <br />U_ <br />Z <br />F- Q <br />� U CL 00 <br />a <br />E� <br />Z <br />W <br />J � <br />MJ <br />OZ <br />jR <br />Z a <br />f< <br />w<WM <br />zoo <br />ZuJwa: <br />Z Z <br />p,p <br />W <br />0o:88 <br />gLu <br />`• <br />}o <br />fz <br />Z <br />D <br />L <br />J <br />o <br />O <br />U <br />w <br />LuLu <br />Lu <br />�F0 o <br />f <br />o'Q <br />Z <br />U-N <br />° <br />N <br />_J <br />Zoo lt <br />az3 <br />< <br />N <br />� o <br />Z <br />f-4 <br />J <br />LLI <br />r5a-� MO <br />Y a <br />L <br />Z <br />Z <br />Ln <br />Z <br />U <br />z <br />o <br />Qo <br />J <br />= <br />a OM <br />z <br />Lu <br />Ln <br />SCALE : AS NOTED <br />DATE : 12/28/2017 <br />TECH: ERAN D <br />VERSION NO- 10 <br />SHEET NO. <br />8.0 <br />