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CID <br />0 <br />g <br />a <br />u7 <br />i <br />CV <br />x <br />g <br />J <br />ki <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 AC1318 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 verticalload Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/1 T <br />® OO <br />FORM dr GROUT SOLID <br />!• - <br />o <br />�U <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />lZ <br />:Mae <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 />0 <br />f- <br />8 F 16- <br />B/ 1 T <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c-i"-4' preca (lintels = 3500 psi. <br />2. Pc 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'-10" LL <br />#5REBAR <br />MIN. <br />(1) REQ'D <br />A120P <br />LEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />E <br />O <br />a e <br />a o A <br />#5 REBAR AT TOP <br />i <br />w <br />e° a <br />MIN. (1) REQ'D d 1-1/2*CLEAR <br />2 <br />e A <br />d <br />z <br />GROUT <br />D <br />&D <br />° <br />^ J a <br />m N S ° d C.M.U. <br />A <br />5 REBAR AT <br />= - m w <br />° <br />BOTTOM OF <br />r F - <br />a <br />LOUW <br />o <br />LINTEL CAVITY <br />'0 '0 W <br />8 <br />-BOTTOM <br />J D • U <br />GLuV$2 <br />REINFORCING <br />PROVIDED IN <br />a a ci 1 <br />o LL o w ;n D <br />Zd D #5 REBAR AT BOTTO <br />— <br />7-5/8"ACTUAL <br />8" NOMINAL WIDTH <br />LINTEL <br />•' Otu p3p Fo i <br />R �, AS INDICATED <br />(VARIES) <br />r~ii u OC _ o o <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 />NJ V <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) 6'-6" LL <br />ONLY IF NOTED ON LINTEL PLAN O <br />1. Refer to manufacturers specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />Refer to manufacturers specifications. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />4. Untel 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 convector specifications <br />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />STRUCTURAL SHEATHING <br />3% <br />USP MSTAM36 STRAPS EACH STUD <br />ATTACHED PER NAILING <br />1 <br />((1) STRAPS EACH SIDE) CENTERED <br />SCHEDULE <br />W/ (13) 10d NAILS & (8) Y4" TITENS <br />o¢o <br />OR <br />i <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />o- <br />(4) USP MSTAM36 STRAPS ((2) <br />c <br />STRAPS EACH SIDE) <br />SEE PLAN <br />_ <br />TNVALL <br />= <br />2x8 #2 SYP P.T. BASE PLATE <br />a <br />W/Y2" EPDXY ANCHOR ORY2" <br />51 <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />8" KNOCKOUT COURSE <br />32" O.C. & 6" FROM EACH END <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />'I WALL SPLICE DETAIL <br />\I t Q f SCALE: 1" = 1'-0" <br />4'-6" LL <br />O <br />rul <br />MUNN <br />rZa <br />MON <br />MWIN <br />111111111101111 <br />5'-4" LL <br />OMIN. <br />G <br />rf <br />rr? <br />.•:r <br />'•'•�' <br />rf <br />.f <br />ti• <br />ti <br />S <br />1• <br />ti <br />ttiti <br />•L <br />�ti• <br />5'-10" LL <br />O <br />5'-8" LL <br />O <br />t� <br />ti. 5'-8" LL <br />tiff <br />y O <br />5'-8" LL <br />O <br />17'-4" LL <br />OEMIN. <br />LINTEL PLANT <br />SCALE: Y4'=1'-0" <br />Z c <br />Q <br />� a <br />draw <br />I�11I I Z <br />N�1� 0 <br />v/ cn <br />4--J w <br />�o <br />-U <br />O LU <br />fv <br />W <br />®~ <br />3:: <br />mp, M <br />G CC CCM <br />Q CV <br />U <br />rn <br />sum <br />Q <br />LO <br />�io <br />N <br />11149yy V� N <br />�' 00 <br />Z_ W _j Z6 <br />A <br />� a <br />UL <br />LU <br />1 G4 "' <br />V ¢ <br />z <br />�J SENG r <br />_ UO FJ O Q w <br />To the best of the Engineers lumledge, information and bellef, <br />the structural plans and spec kations 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 />�ed'a <br />OV 9 <br />Z <br />�u <br />Qu <br />m3 <br />O <br />U <br />%%./ <br />Z <br />0 <br />W <br />J <br />J� <br />CCC <br />F <br />' ^ <br />LU <br />z <br />N <br />Lri <br />r <br />J <br />� <br />Z <br />J <br />L <br />X <br />Lij <br />Z <br />rl <br />m <br />r <br />z <br />0n <br />06 <br />� <br />c <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSIC <br />VERSION NO. 5al <br />SHEET NO. <br />8.0 <br />