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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 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 / . 0 <br />Safe vertical load Safe horizontal load \— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />iilniiiaiioic <br />i <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F321 B/1T <br />FORM do GROUT SOLID <br />(V Q <br />o w <br />O /5 BAR CONT. <br />8F12-1 B/1T <br />1 1 <br />V LINTEL DETAIL <br />SCALE = N.T.S. <br />I Tf"C ur—gi 7lV ki IVI l <br />F=FILLED WITH <br />#SREBAR <br />MIN. <br />ATTOP <br />(1) <br />ALTERNATE POWERS <br />GROUT / U = UNFILLED <br />R=RECESSED <br />CLEAR <br />STEEL LINTEL <br />a <br />QTY. OF #5 <br />n <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />= <br />c� <br />d <br />.M.U. <br />#5 REBAR AT TOP <br />Q <br />Lu <br />a ` n <br />MIN. (1) REG'D ° 4 1-1/2" CLEAR <br />8 F 16— B/ 1 T <br />�� <br />oa <br />Z <br />a <br />a <br />D <br />,Lb <br />d <br />GROUTto <br />tNOMINA QUANTITY OF <br />a <br />5 REBAR AT <br />r, _1 a <br />U) m � " ° Q C.M.U. <br />= — <br />v+ <br />WIDTH #5 REBAR AT <br />c O <br />BOTTOM OF <br />~ zrn ww <br />w w <br />TOP <br />°-BOTTOM <br />LINTEL CAVITY <br />O'In <br />Lu \ <br />NOMINAL- <br />o it ti o <br />t <br />HEIGHT <br />REINFORCING <br />PROVIDED IN <br />g Q a Cc Z <br />o LL o w ,ii, <br />7-5/8"ACTUAL <br />LINTEL <br />¢ _' Ci i� D D 5 REBAR AT BOTTOM <br />Lu <br />a <1 n, <7° AS INDICATED <br />8" NOMINAL WIDTH <br />(VARIES) <br />c~n22 <br />= <br />4 <br />r` <br />o <br />16 GAUGE POWERS <br />MATERIALS <br />c-i precast fntels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />� <br />3. grouted per ASTM Cgat a = 3" to psi slump. <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />r <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A6tGrade <br />1. Refer to manufacturer's specifications for installation. <br />� <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />h <br />7/32 wire per ASTM A510. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />00 <br />8. Mortar per ASTM C270 type M or S. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />j <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 />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES <br />THE STRENGTH OF THE LINTEL AND IS <br />applying the cementitiuos coating. See contractor specifications <br />¢ <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL <br />IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />N <br />it <br />r` <br />0 <br />0 <br />LL7 <br />t <br />OQ <br />i <br />is <br />N <br />b <br />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />STRUCTURAL SHEATHING <br />USP MSTAM36 STRAPS EACH STUD <br />ATTACHED PER NAILING <br />((1) STRAPS EACH SIDE) CENTERED <br />SCHEDULE <br />W/ (13) 10d NAILS & (8) Y4" TITENS <br />OR <br />i <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS ((2) <br />_E <br />STRAPS EACH SIDE) <br />AL <br />ob SEE PLAN <br />T/WALL <br />E <br />2x8 #2 SYP P.T. BASE PLATE <br />*4 <br />o <br />W/%" EPDXY ANCHOR OR Yz' <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />8" KNOCKOUT COURSE <br />32" O.C. & 6" FROM EACH END <br />FA <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />SCALE: 1" = 1'-0" <br />N <br />a <br />5'-10" LL <br />O <br />6'-6" LL <br />O <br />4'-6" LL <br />O <br />5'-4" LL <br />G O MIN. <br />r <br />'11 <br />ti. <br />i� <br />5'-10" LL <br />O <br />5'-8" LL <br />O <br />5'-8" LL <br />5'-8" LL <br />O <br />17'-4" LL <br />OMIN. <br />LINTEL PLAN' <br />SCALE: Y4"=1'-0" <br />tl r `J r <br />0 V <br />Z M <br />_ o <br />Z CD <br />Z <br />Q <br />a <br />Z <br />V) 0 <br />w <br />�o <br />-U — <br />Ow <br />v' <br />CC5 U <br />39 Cl) <br />n <br />m <br />w E <br />m co <br />N <br />— U <br />.1 co <br />O o <br />C) <br />�c"00 <br />00 <br />oca^ <br />Q tm <br />rn <br />Lo av <br />rn ¢ d <br />N �O <br />�N�Z <br />+� Z W z <br />4:MOQ c �l <br />N <br />W Z ua <br />W� CL M w <br />v ¢-E -_ <br />Z_ o ..¢U o <br />W U) 7eE! P! 6 0Z <br />m E0T2 <br />W N aa <br />N ¢ 'C (FG is <br />WWW. <br />S <br />ro <br />< .• J O <br />Ubo <br />F <br />(p ilk <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 />Engineer's signature and seal. <br />L E N NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />OZ <br />o_ <br />w� <br />Z <br />uJ WX <br />1P Q <br />c <br />F S Z <br />.U�w �W <br />J <br />Cc <br />83 .2 <br />OUo <br />U.N <br />U W <br />L O <br />Lu <br />Z <br />Zn <br />O <br />} U <br />Z <br />Z <br />4 <br />�L<'a <br />_ <br />Z <br />a <br />uJ <br />O <br />= <br />CL <br />4a <br />>LL <br />ooz <br />w52r°a <br />V ) <br />a, \ Zwz¢ <br />N <br />Q¢g <br />Z <br />c'ow� <br />J <br />Q <br />LLI <br />z <br />R < Z v <br />ce <br />OMo <br />r-I <br />Z <br />R a <br />o <br />co <br />Lr) <br />06 <br />z <br />. <br />2 <br />J I% <br />¢ Z <br />0 <br />T--I <br />t1 <br />to <br />o <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />8.0 <br />