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M <br />LO <br />C> <br />C14 <br />r- <br />LO <br />C2 <br />co <br />(D <br />.2� <br />Cn <br />Ln <br />�2 <br />I <br />ER, <br />DO <br />E <br />6: <br />�2 <br />4� <br />0 0 <br />8F8-1 8/1 T <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, 7132" 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, LOTTS <br />ENVE RIMM <br />a 8F20-0IB/1T <br />0 0 <br />0 a <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 81`32 1 B/1T <br />(P) <br />\L/ (9 (9 <br />FORM & GROUT SOLID <br />b <br />0 <br />0 J5 BAR CONT. <br />8 F 12-1 B/1 T <br />9) <br />'Y LINTEL DETAIL <br />SCALE = NJ.S. <br />0 <br />a <br />MIMI <br />0, <br />a <br />a <br />m, <br />NMI <br />Islam <br />1 <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 />EB/1T <br />00 <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />1. t c precas tels = 3500 psi. <br />2. fc prestressed finials = 6000 psi. <br />3 grouted per ASTM C476 f g = 3000 psi wl <br />4. maximum 3/8" aggregate and 8" to 1 V slump. <br />5. Concrete masonry units (CMU) per ASTM C90 wl <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7/32 wire per ASTM A51 0. <br />8. Mortar per ASTM C270 type M or S. <br />Z <br />0 <br />Z <br />a <br />#5 REBAR AT TOP <br />IN. (1) REQ'D <br />0 ALTERNATE POWERS <br />0 LEAR STEEL LINTEL <br />4 <br />4 M. U. #5 REBAR AT TOP V <br />MIN. (1) REQ'D_���� 1-1/2" CLEAR <br />4 <br />4 <br />—GROUT <br />f-I _J 0 <br /><1 <br />\\—CW.U. <br />—#5 REBAR AT <br />co co < X <br />U) uIJ <br /><1 <br />0 <br />0 <br />BOTTOM OF <br />Z W <br />WUj F- n <br />0 O�* <br />LINTEL CAVITY <br />U _J <br />Lu X LU <br />OTTOM <br />Er Li 0 <br />Z_� <br />— <br />REINFORCING <br />f<r < 0 <br />7-5/8"ACT UAL <br />PROVIDED IN <br />LINTEL <br />LL <br />121 6 0 <br />> > <br />- <br />_#5 REBAR AT B( <br />'NOMINALWIDTH ' <br />(VARIES) <br />4M <br />60 Lu 0 (R <br />CO i'rs Cr 8- S <br /><1 <br />AS INDICATED <br />L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />L NTEL 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 finials prior to <br />applying the cementitiuos coating. See contractor specifications <br />54" LL 4'-6" LL <br />5'-10" LL <br />LINTEL PLAN IN, ELEV-A <br />SCALE: Y4"=V-0" <br />C) <br />co <br />t <br />U) <br />oil <br />0 LU <br />E <br />p <br />04 <br />LLJ <br />E <br />8 <br />a) C`3 <br />M <br />c W co <br />2 -0 C4 <br />0 'C CN <br />C) <br />C LL 00 <br />5 - cco:> <br />0 izz- <br />0 <br />too <br />U) CD <br />LO <br />A I <br />K w. <br />N B D C <br />M <br />U) Z, CN <br />LU <br />C.".2 <br />LU <br />Z< <br />0 9 <br />� = CN <br />U) :9 E r� <br />Z ..N — <br />LLM <br />OR `T <br />UJ 0 -V <br />;qj <br />�v <br />K <br />L <br />NK <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 />Engineers signature and sea[. <br />L E N N A R <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 Z <br />Z < <br />Z a- <br />U480 <br />L) <br />112 0 Q� <br />Z , , <br />UZZ <br />=) Z Z <br />0 Z <br />0 Lu <br />00 <br />8 ce <br />C-4 <br />@ <br />10 UJ <br />Ln <br />:Z <br />Z Z <br />>_ 0 <br />� L) <br />0 <br />< <br />_3 <br />Z Z <br />Z <br />-0 <br />D <br />ro <br />_J <br />L_ <br />a) <br />LU <br />0 <br />> <br />Z <br />< <br />UJ <br />U <br />ro <br />OOZ <br />0 <br />he <br />0 C, 0- <br />Ce 0 < <br />Z <br />uJ <br />0 Lu <br />< <br />Ln <br />"I j:J <br />8 E� <br />Z <br />r*4 <br />r14 <br />00� <br />2 <br />g� go. <br />Z <br />L0 <br />-I <br />6i <br />< <br />0 Z 0, <br />I Lij <br />< <br />ul <br />I = Z <br />< < 0 <br />4* <br />t.0 <br />Z <br />CyZ <br />V) 0 <br />Cal <br />0 <br />06 <br />:5 <br />LU <br />X: <br />rn <br />-4 <br />a. <br />U0 <br />S <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MJAMES <br />VERSION No' 42 <br />SHEE7 NO. <br />8 <br />III A. 11 it 11 U I . 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