Laserfiche WebLink
_ I I I I I I I ' L' 11 '1 11 Lr _ I r I _ IT 91 I <br />I 11 I I 1 11 1 t 1 <br />1 <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 L/360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed L/180. <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 should be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load / . 0 <br />Sae vertical load Safe horizontal load —\ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />MWIM .0 <br />0 mum <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1B/1T <br />FORM & GROUT SOLID <br />f . - <br />CV Q <br />o LU <br />U <br />0 /5 BAR CONT. <br />8F12-16/1T <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />12 <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 />J W <br />8F16— <br />B/1T <br />F- J <br />a= <br />o <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#5 (1)REBAR AT TOP ALTERNATE POWERS <br />MIN..(1) REQ'D <br />CLEAR STEEL LINTEL <br />0 <br />n <br />° .0—C.M.U. #5 REBAR AT TOP <br />a" A MIN. (1) RECI'D 4 1-1/2" CLEAR <br />� o <br />as a <br />° <br />GROUT <br />r J � <br />5 REBAR AT <br />m ¢� <br />= to w <br />O <br />BOTTOM OF <br />a rn Z � <br />O3 <br />LINTEL CAVITY <br />U In <br />—BOTTOM <br />0 cr 0 <br />REINFORCING <br />Q ¢ C7 ¢ <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z !L ci W ? <br />' N MINAL WIDTH <br />LINTEL <br />¢ - b 3 2N <br />c <br />(VARIES) <br />- <br />u~i r' <br />MATERIALS <br />ci—T pr�l ntels = 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. Rebar 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 />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 NAILS & (8) Y4' 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 />D <br />G ° <br />� <br />� 4 _ <br />'L <br />D <br />D <br />#5 REBAR AT BOTTON <br />Q <br />Q <br />AS INDICATED <br />o Q <br />o <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 cementibuos coating. See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />h SEE PLAN <br />T/WALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />g SCALE: 1" = 1'-0" <br />5'��8" LL <br />J <br />LINTEL PLANT <br />SCALE: Y4"=1'-0" <br />r;� 7, ,7 <br />ij <br />i� <br />U ! <br />zo <br />Z m <br />Z <br />Q <br />z <br />cn CD <br />Q w <br />�o <br />�V — <br />O w <br />C <br />ITO <br />C) <br />U <br />�C> <br />04 <br />LU <br />■ ~8 <br />= <br />y M <br />CD (M <br />N . co <br />No <br />O _O <br />" <br />U <br />co <br />Y <br />Q rn <br />C, <br />nv <br />v <br />rn Q d <br />i D® <br />N D <br />N <br />IA M <br />LUN 8 w Z <br />ic> <br />LU N�.� a <br />LU �E J; a <br />O(n O <br />�C O <br />m C N 6 ancv O U)O m <br />v, <br />M m o' ¢ an <br />11111L.w <br />-L S <br />Z <br />UJ Q "r a °c <br />o � o <br />WWW.FDSENG.COM <br />,,,,��d��0»ilrlrriirffrer <br />O W N <br />CV <br />ID •� <br />' v <br />ua 8 <br />_C <br />— <br />J14 <br />Ct Q <br />�O . ` <br />0 F� g S\ 0 1�!! <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spedfications 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />�i <br />za <br />Za <br />W Q=it' <br />V Z <br />Z W Z <br />w <br />0 Z <br />u J <br />O <br />CT W <br />Oa'�o <br />V �ryy5, W N <br />L <br />L <br />Z O <br />Y V <br />�/ <br />13 <br />^ <br />Z <br />Z <br />=C:a <br />'^ <br />� <br />Q <br />Z <br />UU <br />�"n <br />J <br />L1J <br />00Z <br />N <br />z <br />�<: <br />o <br />* <br />N <br />Z z <br />W <br />a<W� <br />� <br />So-o <br />z <br />Z <br />T-i <br />�rX u_ <br />J <br />W <br />Z , <br />r-1 <br />di <br />< v <br />ga~ <br />� <br />Q <br />Z <br />QZ <br />�* <br />1,O <br />ZLn <br />S <br />0 <br />0� <br />Z <br />g <br />= <br />JZ <br />¢TZ <br />rn <br />, I <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 7/26/2019 <br />TECH: FMALDONADO <br />VERSION NO. 5 . <br />SHEET NO. <br />8.0 <br />