Laserfiche WebLink
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 5-112" 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 ACl 530 <br />10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. <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 <1 .O <br />Safe vertical load + Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />i •' .' i :'fit ; ;i'. ; ; it'. ; ; ik', <br />0 0 0 0 <br />8F8-16/lT 8F8-OB/1T 8RF6-OB/1T <br />O O 10 O <br />8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />81F44 1611 T 81`40 1 B/1T 8RF40 0B/1T 81`321 B/1T <br />® ® C9 <br />FORM & GROUT SOLID <br />. • <br />O <br />r U.] <br />0 <br />O <br />#5 BAR CONT. <br />8F12-1 B/1 T <br />O O <br />V <br />O <br />8F20-013/1 T <br />® <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />i <br />E <br />ENO <br />E no <br />� <br />d <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 />LJ <br />B/1T <br />H <br />Q <br />J <br />Z <br />6F16- <br />� <br />Z <br />tNOMINAL QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />° <br />HEIGHT <br />MATERIALS <br />cii c precast intels = 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 />S. Mortar per ASTM C270 type M or S. <br />REBAR <br />IN. <br />R <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />O4 e <br />° <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />e° a <br />GROUT <br />MIN. (1)REQ'D <br />° 4 <br />D <br />1-1/2" CLEAR <br />° <br />d e <br />a <br />° <br />r J 0 <br />Q <br />o) rA < <br />. <br />4 <br />C.M.U. <br />e <br />5 REBAR AT <br />= (n , j <br />_ <br />4 <br />° O <br />BOTTOM OF <br />crt ? w <br />w w 0 ~n u) <br />LINTEL CAVITY <br />( <br />Lu <br />`\ <br />-BOTTOM <br />a it 0O z <br />0 <br />REINFORCING <br />Q Q C7 co Z <br />u <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />z d w'n <br />Q ' b CR <br />D D <br />�o �, <10 <br />#5 REBAR AT BOTTC <br />INDICATED <br />40MINAL WIDTH <br />(VARIES) <br />W Ln CC a to <br />AS <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 />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 />LINTEL PLAN NOTES: <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />4'-0" LL <br />O <br />5'-10" ILL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4"=V-0" <br />N <br />O <br />N <br />N <br />N <br />M <br />0 <br />0;F�Ar <br />,•Nc - -7S750 <br />a <br />; <br />a <br />• <br />• r•. Z <br />��� <br />� ��• .. � : q'., cue �• ; . �� <br />,,�. <br />r u �y� nip <br />s•`pd�� <br />5.s, <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th 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 />F o E <br />oO m QUJ <br />oo <br />co <br />t <br />y0Q <br />-o <br />LL <br />M o7 r- r; <br />u w ° <br />a <br />a � cl) <br />Se <br />m c <br />ZL <br />Z 0 <br />0 O <br />mo�O1-- <br />C, (NO <br />w <br />LL m J <br />M = <br />UWWc?, <br />Z mZ <br />LULM <br />aN <br />� OO <br />Zc) <br />O U <br />U <br />W <br />❑�❑ <br />N M <br />0 0 <br />Z fz d <br />oz � <br />N <br />M <br />V) m <br />0 <br />w <br />cry <br />w <br />O w a <br />V) c 4 <br />�N <br />U <br />W J <br />E <br />sky g <br />1 <br />y, <br />z <br />0 o <br />d <br />Q N oo <br />ti <br />O <br />GO <br />w <br />M <br />z <br />o <br />z <br />z <br />rj <br />E <br />o <br />S o <br />O <br />oa <br />U <br />� o <br />CO <br />N <br />a F <br />¢ z <br />w o <br />U Q <br />W z <br />r <br />(6 <br />o <br />U <br />m� <br />o <br />o Fr <br />a� <br />J <br />° <br />oI <br />< w <br />(n <br />o< <br />z z <br />go <br />U <br />a <br />cn w <br />17k <br />ao <br /><� <br />;o <br />c0 <br />a <br />�7 <br />z. <br />o <br />C:) <br />_ <br />> <br />O <br />CD <br />ca <br />ca <br />c� <br />3 <br />N <br />� <br />> <br />LL. U O <br />C)Q <br />C m <br />o <br />04 <br />(a <br />6! <br />T <br />Lo <br />C) <br />2 N <br />�- <br />(.0 <br />r <br />= I� N <br />r <br />o� <br />M <br />o <br />" <br />E <br />(� <br />E CD <br />E a <br />@ <br />;_ <br />1° <br />a. <br />o ID cs <br />U _J Q p <br />a) <br />_J <br />JOB <br />NO: 21-4271 <br />SCALE : AS NOTED <br />SHEET NO. <br />8 <br />