Laserfiche WebLink
' ' �I�dll■IIY�A�INi�.��ad11u16 ,III. -All D� IldaAidl illi'Al 1A IfYU1111i,111ll ii ,:AW.11,t i410lli1111IIII111■Il11lU lUIIM iMMUWUI0JA,4 t : i� u;.. ;u mo,riu eur,Ra.wu:�rr���r ■w■wwe�uwia:nru■ufur usxar�uu■ }u�,atu uw�, .. � �,wuu <br />r <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 />i ms on <br />i i i O 0 © © • • <br />FORM & GROUT SOLID <br />4 N� <br />� J <br />U <br />O #5 BAR CONT. <br />8F12-1B/1T <br />O , <br />W" LINTEL DETAIL <br />SCALE = N.T.S. <br />9 <br />on <br />no <br />E <br />0 <br />Ism <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />w <br />s <br />81-16— <br />B/1T <br />a <br />z <br />tNOMINAL. <br />r &o <br />QUANTITY OF <br />3 <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />c <br />a> <br />v <br />v <br />S <br />#5REBAR AT TOP ALTERNATE POWERS <br />IN. (1} RQ'D <br />d E�� AR STEEL LINTEL <br />O <br />d d <br />4 M.U. #5 REBAR AT TOP <br />AV d MIN. (1) REO'D Q 1-1/2" CLEAR <br />o <br />d <br />d <br />a <br />GROUT <br />d <br />a ¢ <br />5 REBAR AT <br />= t j <br />a O <br />BOTTOM OF <br />a n z <br />LINTEL CAVITY <br />o U O to <br />—BOTTOM <br />X LU <br />O tr U O 1- <br />Z <br />REINFORCING <br />d ¢ C3 m <br />7-518"ACTUAL <br />PROVIDED IN <br />Z— o w a <br />' NOMINAL WIDTH LINTEL <br />¢ ' b �: m <br />(VARIES) <br />U)� a <br />o MATERIALS <br />chi precasflrntets = 3500 psi, <br />C14 2. fc prestressed lintels = 6000 psi. <br />3, grouted per ASTM C476 fg = 3000 psi wl <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 />I Z 7. 270 low relaxation. <br />7/32 wire per ASTM A510. <br />i 8. Mortar per ASTM C270 type M or S. <br />Q'- 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 />m APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />n APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />N <br />CD <br />0 <br />J <br />9 <br />D D_ <br /><1 Q <br />A 0 <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 manufacturers 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 />0 <br />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />' <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 />12 <br />STRAPS EACH SIDE) <br />SEE PLAN <br />2 <br />o <br />T/VVALL <br />a <br />s <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y2" EPDXY ANCHOR OR Y2" <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 />,51 �� WALL SPLICE DETAIL <br />\I \ $ / SCALE: 1" = 1'-0" <br />4' 6" LL <br />O <br />6'-6" LL <br />O <br />5'-10" LL <br />Ci <br />MIN. <br />5'-4" LL <br />f <br />(E)IVIIN. <br />17'-4" LL <br />5'-8" LL <br />5'-8" LL <br />..h�.:•: J.Y.:•::. ;h. <br />O <br />5'-8" LL <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" I <br />�P <br />C9 "' <br />Z a <br />Z m <br />Z <br />Q <br />� v2 <br />Z0 <br />to C �7 <br />'N LU <br />�o <br />OLU <br />Ln <br />0 <br />/LA-T <br />to co <br />O C> <br />m <br />LU <br />H � <br />8 <br />N M <br />a ce) <br />'0 <br />_ <br />N <br />O CD <br />i C� <br />C 1C <br />"' 00 <br />m <br />(0 d0 <br /><Ctm <br />rn ¢ d <br />81D® <br />NC6DC <br />s <br />N <br />CO <br />M � ONO <br />gN <br />U♦A <br />Z W OZ z <br />w� ` n?M� <br />r <br />r j u- <br />Lu Q c a <br />aW <br />W V ¢ -P, L <br />Z o <br />'�¢ <br />U) �-o T <br />Z m R1. W <br />Z ET <br />A <br />wwD Jtl I°,r <br />ZZ <br />OR <br />To the best of the Engineer's 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 />An monk <br />4600 W. Cypress St, Suite 200 j Tampa, FL 33607 <br />www.LennarTampa.com <br />OO <br />o <br />wa0. <br />��oo <br />ooaf <br />�aLU? <br />4 7 U <br />W <br />CiW1J„N <br />r17 <br />FJ <br />on <br />L... <br />^' <br />YJ <br />z o <br />} U <br />Q <br />Z <br />C <br />�E <br />o <br />a <br />0 <br />cZ <br />7 <br />�w <br />U <br />� <br />J <br />1 1 1 <br />0Oo <br />aY0 <br />I' <br />t-n <br />Z <br />a <br />o 0 <br />N <br />—' <br />¢¢W <br />q It! <br />g <br />Z <br />Z <br />rl <br />o <br />o'0!j <br />LU <br />In <br />¢ <br />Z <br />z <br />awLLO <br />laid U <br />u <br />gam~ <br />Z <br />n <br />t <br />Z <br />RZ <br />CD <br />0 <br />0 <br />UJ <br />= <br />Z <br />a� <br />rn <br />,-i <br />a <br />cn <br />o <br />SCALE : AS <br />NOTED <br />DATE : 11 /2/2018 <br />TECH: KFRAZER <br />VERSION NO. <br />5ol <br />SHEET NO. <br />8,110 <br />