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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 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 />O O <br />O o <br />8F8-0B/1T 8RF6-0B/1T <br />O 01 <br />Y00 <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-16/11 <br />8F20-OB11T <br />817441B/1T8F401B/1T 8RF40OB11T 8F321BAT <br />FORM do GROUT SOLID <br />CV Q <br />O r LU <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />n <br />"V LINTEL DETAIL <br />SCALE = N.T.S. <br />Kamm <br />I <br />OEM <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />81-16- <br />B/1T <br />v <br />Q <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />c pre-ca—sl7intels = 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 />#5 REBAR ALTERNATE POWERS <br />MIN. (1) REO'D <br />1/2" <br />CLEAR STEEL LINTEL <br />.M.U. #5 REBAR AT TOP <br />G MIN. (1) REQ'D ° 4 1-1/2" CLEAR <br />0 <br />—GROUT <br />D <br />Q <br />O <br />to m <br />° 4 C.M.U. <br />45 REBAR AT <br />FQ <br />= rq w <br />BOTTOM OF <br />U) z W <br />w W 0 <br />4 <br />LINTEL CAVITY <br />Cn <br />1 \� <br />BOTTOM <br />0 U p Z <br />REINFORCING <br />¢ ¢ C7 CD :1PROVIDED <br />IN <br />Z u- O W ,in <br />D D <br />LINTEL <br />Q -. 0 � g <br />#5 REBAR AT BC <br />�° �, Q° AS INDICATED <br />(VARIES) <br />U)u, X (L <br />a <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 />5'-10" LL <br />O O <br />4'-6" LL 4'-6" LL <br />6'-6" LL <br />OE MIN. <br />17'-4" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />CD LO <br />ZM <br />a <br />Z (0 <br />Z <br />Q <br />O <br />r2 <br />z <br />t/1 c� <br />w <br />C) <br />U <br />Lo <br />w <br />O <br />~ <br />l/i = <br />~ <br />rA <br />o Cl <br />mti <br />U <br />W <br />[— EEp <br />a)M <br />C ) M M <br />w 'O N <br />U <br />wi <br />n <br />O O <br />0) <br />U <br />s_ <br />, LLco <br />�Q <br />a) <br />Y <br />Q <br />-0 <br />Lo O V <br />Q O <br />A ' <br />B D® <br />N C B D C <br />V'w <br />�:° ` E • <br />O A\ <br />C;ZZ104 <br />=rN�3,Q�1 <br />fT } O <br />v) N <br />' <br />.M-W <br />-eW n C0 <br />>CL., � <br />•a"n <br />;CO <br />rn L l-"1- <br />may.,. <br />4 f� 4 <br />p�,.'�+ <br />��•.• <br />«o �C N <br />LL <br />W P rvw,kt 0 <br />U o <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 />ON <br />Z <br />O au N <br />[� a.J Q <br />> U-) M O <br />M <br />Ln <br />< -10 <br />Z <br />0 <br />QiJ uLl ) <br />3 Q OC) <br />ru <br />z <br />W _JC) <br />OFZ <br />G <br />U0 <br />33� o <br />Z <br />f <br />aCetr w <br />UZOO <br />Z W w RQ�Q <br />Z Z <br />2 x w <br />raO�n <br />OL�o <br />U co <br />L <br />� Ou <br />O <br />Z Z O <br />rW <br />�Z <br />-0 <br />T7 <br />Q <br />Z <br />= <br />J <br />0 <br />w <br />�W <br />> <br />U <br />� 0 <br />�xr- <br />f- <br />OG <br />X 8 6 <br />7 <br />L. <br />U .� <br />rJ <br />J <br />Zao <br />wa-, <br />Gaza <br />Z <br />ey o <br />Z <br />W <br />T-1 <br />LU <br />W <br />�QCo <br />J <br />r1 <br />LJJ <br />nOZU <br />U <br />�a <br />Q <br />Z <br />Z <br />L0z <br />z <br />J z <br />O <br />1 <br />gUJ <br />LU <br />Q <br />SCALE: AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />8.0 <br />