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co <br />m <br />D2 <br />Q <br />00 <br />V) <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 />T 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 / . O <br />Safe vertical load Safe horizontal load \� <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F441B/1T8F401B/1T 8RF400B/1T 8F32iB/iT <br />np <br />FORM & GROUT SOLID <br />IY <br />CV Q <br />O r W <br />U <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />N" <br />LINTEL DETAIL <br />SCALE = N.T.S. <br />N! <br />0 <br />n <br />0 <br />on <br />.0 <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />= <br />J (= <br />q w <br />B/1T <br />F- J <br />a M <br />6F16— <br />N0 <br />u5 <br />tNOMINAL.#5 <br />QUANTITY OF <br />WIDTH <br />REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cii precasirntels = 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 />115 REBARATTOP ALTERNATE POWERS <br />IN. (1) REQ'D <br />"2" <br />CLEAR STEEL LINTEL <br />a O <br />a <br />4 ° .M.U. #5 REBAR AT TOP <br />n ° n MIN. (1) RECI'D ° 4 1-1/2" CLEAR <br />° <br />a ° <br />GROUT <br />D <br />C.M.U. <br />5 REBAR AT <br />= — rn w <br />— <br />a <br />° O <br />BOTTOM OF <br />w — w <br />OF <br />o <br />LINTEL CAVITY <br />o V U) � <br />ul <br />` /nn1 \ <br />—BOTTOM <br />O= Ci O Z <br />L L L <br />REINFORCING <br />4 ¢ 0 oo Z <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z u O w in <br />¢ U' � cNc <br />L R <br />p D <br />Q& , Qo <br />#5 REBAR AT B( <br />AS INDICATED <br />" NOMINAL WIDTH <br />(VARIES) <br />u~i in <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 />4'-6" LL 4'-6" LL <br />O O <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />0 <br />— o <br />Z co <br />Z <br />Q <br />w <br />(n Z <br />(Z) 0 <br />w <br />•V C) <br />Ow <br />(Q c) <br />o 0 <br />m <br />W <br />— S <br />M <br />0)� <br />m-0M <br />Z <br />O o <br />Co <br />" 0 <br />U <br />cy <br />< 0 <br />ccCo <br />LW CLv <br />rn ¢ d <br />BD®00 <br />Nc <br />N �D <br />Z NN O V N <br />Z W �MmZ � z <br />c <br />U) 1.o <br />N W M <br />LN ¢ _tEt <br />h °= o <br />U LJJ Q �r gq jN� .� p <br />74�i�4111�� <br />•mil, / <br />r0 1 ,, <br />LU <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />w� <br />Z <br />f �¢ <br />F <br />¢ <br />w <br />0 <br />zoo <br />Z U <br />Z <br />yaO <br />w0� <br />O N <br />w <br />y LL <br />m <br />Z O <br />Z <br />Z <br />J <br />4 <br />-0 <br />0 <br />UU <br />= <br />'TII <br />n <br />QLu <br />OW . <br />�VVOO <br />O <br />� <br />fCQJ <br />O <br />N <br />z <br />�1o< <br />Z<, <br />_J <br />Q <W <br />2 <br />Z <br />�Ou_o <br />Z <br />t"'I <br />i 32 <br />J <br />LL1 <br />jazS <br />w <br />go <br />z <br />Z <br />z <br />�ZS <br />a <br />0 <br />rn <br />OO <br />QZ <br />J <br />= <br />J 0 <br />a <br />rn <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: JMUROSKI <br />VERSION NO° 4nO <br />SHEET NO, <br />8.0 <br />