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ao <br />. <br />W <br />A� <br />Q <br />00 <br />E <br />0 <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 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 11.0 <br />� . O <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F40 1B/1T 8RF40OB11T 8F321B/1T <br />FORM & GROUT SOLID <br />CV Q <br />O � J <br />� � U <br />O 15 BAR CONT. <br />8F12-1 B/1T <br />O <br />V LINTEL DETAIL <br />SCALE = N.T.S. <br />EMU <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16— <br />B/1 T <br />U <br />a <br />LL� <br />6 <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />1. c precast inteIs = 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 <br />MIN. <br />(1) 1)REQ'D <br />-1/2" <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />e q <br />O A A <br />#5 REBAR AT TOP <br />O <br />d <br />.M.U. <br />2 <br />q° <br />MIN. (1) REQ'D <br />° 4 <br />1-1/2" CLEAR <br />d <br />° <br />o <br />a <br />D <br />Z <br />° <br />GROUT <br />r _JO <br />Q <br />d <br />5 REBAR AT <br />m T F tr <br />= rn w <br />° a <br />C.M.U. <br />° <br />BOTTOM OF <br />rn ? w <br />o <br />LINTEL CAVITY <br />Lu <br />OTTOM <br />0 x d O Z <br />REINFORCING <br />¢ ¢ d 07 Z <br />W <br />— <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z LL 'n <br />D D <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ _' C1 3: w <br />i <br />#5 REBAR AT BOTTO <br />(VARIES) <br />c~n to M a �' <br />° ° <br />AS INDICATED <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 />O <br />4'-0" ILL <br />'-8" LL <br />O <br />6-10" ILL <br />LINTEL PLAN <br />SCALE: %4"=V-0" <br />0 t <br />eM <br />Z `g <br />z� <br />d_ <br />U) <br />cn c <br />cn <br />�W <br />�o <br />O w <br />e-- <br />v <br />22 co <br />9 <br />m 04 <br />LLt <br />U <br />N <br />N -100 M <br />= 9? <br />ti <br />0 O 04 <br />U <br />Lv <br />t"co <br />Q rT <br />rp <br />u7 0 .�... <br />M < o <br />BD. <br />1 r <br />N � <br />Z W N z <br />r j U-�o Izl u' <br />W 6 N a w <br />LL I <br />n o R <br />_2 0_� <br />Z0 - <br />� cc <br />LLrA <br />Z Q my-N (� <br />Q M ._ <br />W N <br />%0@11 <br />\.o� <br />W W E®� <br />• <br />�e <br />��` <br />C� rLrOo• <br />-� <br />A <br />f' L. <br />\I <br />C�O gr E SS\O <br />.#F141t1,I It <br />To the best of the Engineer's 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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L E NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />O <br />�o <br />Za <br />w¢0�IY <br />U00 <br />uJ <br />ZZ (w(,,,))¢Q <br />o wZW Z <br />Lu <br />U N <br />w <br />oU© <br />L <br />Z Z <br />2:z <br />143 <br />� <br />7 <br />z <br />Q <br />Z <br />J Q <br />U <br />n <br />4� <br />T� <br />_J <br />, ^ <br />w <br />UO 6 <br />U0CL <br />0a <br /><Z< <br />(V <br />TI <br />J <br />zor <br />< <br />L <br />Z <br />���uf <br />w 0 <br />Z <br />LLJ <br />�ooL; <br />= Z o <br />.W_I <br />diLu <br />Q <br />Z <br />~ ¢ <br />Cr Z <br />W <br />ri <br />Ln <br />Z <br />Z <br />Q <br />o, Z 0 <br />m <br />O <br />06 <br />2 <br />rn <br />--1 <br />0- <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 4/12/2018 <br />TECH: MJAMES <br />VERSION NO. 3 ■ 0 <br />SHEET NO. <br />8.0 <br />tl$ <br />