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02 <br />LO <br />r- <br />LO <br />CV <br />c <br />0 <br />0 <br />J <br />cn <br />o2 <br />E <br />O <br />x <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 / . O <br />Safe vertical load Safe horizontal load —\ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 06/1 T 8F321 B/1 T <br />FORM & GROUT SOLID <br />- <br /><V QQ <br />U <br />O J5 BAR CONT. <br />8F12-1 B/1 T <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />j <br />E <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 />i <br />C7 <br />J w <br />8F16- <br />B/1T <br />0 <br />'_ 1'J <br />in O <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cif precastTntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 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 />#SREBAR <br />MIN. <br />Q'D <br />(1) REQ'D <br />E <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />a a <br />e O a <br />d ° <br />.M.U. <br />#5 REBAR AT TOP_:� <br />Q <br />7 <br />a ° n <br />GROUT <br />MIN. (1) REQ'D <br />Jof <br />1-1/2" CLEAR <br />°a a <br />4 ° <br />r <br />rn � m� <br />C.M.U. <br />a <br />y <br />T <br />Q <br />5 REBAR AT <br />= q w <br />° <br />BOTTOM OF <br />rn z w <br />w O y <br />LINTEL CAVITY <br />r <br />�o <br />u, <br />OTTOM <br />o ¢ tJ F' <br />vREINFORCING <br />PROVIDED IN <br />LINTEL <br />a a C7m z7-5/8"ACTUAL <br />ZLL'iW'n <br />¢ E.O � a <br />of <br />D'NOMINALWIDTH <br />A, Qo <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />v,ao <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 />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />USP MSTAM36 STRAPS EACH STUD <br />((1) STRAPS EACH SIDE) CENTERED <br />W/ (13) 10d NAI LS & (8) Y" TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y2" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <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 />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN <br />T/WALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />�I I/'- i� WALL SPLICE DETAIL <br />N SCALE: 1" = 1'-0" <br />M <br />O <br />4'-6" LL <br />O <br />6'-6" LL <br />O <br />5-10" LL <br />OMIN. <br />5'-4" LL <br />�f <br />;r <br />�r <br />r <br />E <br />MIN. <br />17'-4" LL <br />O <br />T-8" LL <br />5-8" LL <br />O <br />5'-8" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=V-0" <br />(DISM <br />z_M <br />0 <br />Z <br />Z <br />Q <br />Cal <br />V) (9 <br />W <br />�o <br />"U — <br />O W <br />L <br />a4 <br />I— <br />o <br />ca "� <br />U <br />Clm <br />W <br />� <br />wig <br />N M <br />M <br />°V <br />O o <br />LL00 <br />( <br />Lv 76 <br />U) n o <br />Q 8)uo <br />0 <br />rn Q d <br />A ®� <br />B U. <br />N �o <br />N N <br />C - N <br />U)2oN <br />, ,Z <br />Z W` N CS Z kr" <br />r 4 5 c <br />U) f-' w <br />LN a <br />O <br />W -S <br />in <br />Z <br />w 0 <br />ttM c U) C4O <br />Co <br />Z <br />LLV U) � E <br />� rn <br />L11 �l�,tio'Oad ca <br />.F'DKN COLf.. 'J <br />tJSE �no <br />N <br />Tit <br />��EttttEtt <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />L N NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />O <br />0 <br />Z <br />zd.da <br />UZOO <br />ZwZ� <br />W�_1 <br />a m <br />aw0� <br />U � w <br />OO <br />L <br />LU <br />Z O <br />��\/ <br />Id <br />/A \ <br />gi µrGZI <br />a 1 <br />W <br />0 <br />Q <br />J w <br />= <br />ynw <br />J <br />Lu . <br />oFo <br />1:,-YP <br />fob <br />A <br />z <br />�Wo< <br />J <br />_ <br />z$Q <br /><¢W� <br />2ouo <br />Z <br />Z <br />T"4 <br />UW, <br />UJ <br />Ili <br />z <br />=1 <br />gLli <br />'o <br />dM' <br />z <br /><¢S <br />z <br />m <br />"0z <br />t <br />UJ <br />_ <br />�o <br />1Z <br />Z <br />,--I <br />LL <br />U0 <br />o <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />8,0 <br />