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 5-1/2" 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 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.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 / . O <br />Safe vertical load + Safe horizontal load \� <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />KWTM <br />_0 man rf;,) <br />81744 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 81`32 1 B/1T <br />FORM & GROUT SOLID <br />o <br />' J <br />O #5 BAR CONT. <br />8F12-1B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />[1�1 <br />€ <br />ism <br />E <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 <br />W <br />8F 16- B/1 T <br />H <br />C <br />J <br />Z <br />T <br />f NOMINA t QUANTITY OF <br />L <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINA <br />0 <br />HEIGHT <br />MATERIALS <br />cif precastlintels = 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. 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 />S. Mortar per ASTM C270 type M or S. <br />#SREBAR AT ALTERNATE POWERS <br />OP <br />MIN. (1) REQ-D <br />d d 1/2" <br />CL <br />O EAR STEEL LINTEL <br />d ° <br />G .M.U. #5 REBAR AT TOP <br />d ° d MIN. (1) REC'D Q 1-1/2" CLEAR <br />° <br />0 <br />d d <br />G ° <br />GROUT <br />- <br />D <br />**"'� <br />n Jo <br />Q d <br />d <br />T rn <P <br />4 <br />C:M.U. <br />5 REBAR AT <br />= — U)w <br />Q <br />° <br />BOTTOM OF <br />z w <br />w W 0 <br />LINTEL CAVITY <br />u) <br />Lu <br />\ <br />OTTOM <br />oErLSpZ <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />cr ¢ C3 <br />< J <br />Z O W LO <br />Q C7 m <br />D D <br />• <br />�o �, �o <br />#5 REBAR AT B( <br />AS INDICATED <br />7-5/8"ACTUAL <br />JOMINAL WIDTH <br />(VARIES) <br />U) n (r a <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 O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />AM— <br />ILI <br />O <br />CV <br />co <br />CV <br />e`StS`:Rt:7 <br />lfg�,: o <br />o <br />a V <br />� i0 F�C�8r <br />i <br />5 e <br />p <br />w <br />w <br />• <br />. X e <br />O <br />R,�.���e�.. <br />llrllIt!! <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 2020 <br />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 />wo <br />�W°' <br />o E m <br />W <br />A^4 <br />® <br />N <br />co 'j to � cn # LL W <br />H <br />auiMv <br />u) r- r- 'R W <br />LL °` Y <br />00 <br />� <br />JWLL air O <br />z <br />_ a a <br />@_c, 0o <br />� <br />W <br />r:RO O F w <br />7"Nrp K O J <br />a <br />Z <br />IL <br />�2pj67 ¢ a <br />a <br />ZOU <br />N M Z K v7 O <br />< U —'rn <br />W <br />o00 <br />CD <br />Q <br />o 0 <br />z � <br />qqN <br />Z o Q <br />Q aV <br />J — <br />d � <br />r <br />rNi <br />0 <br />W <br />o <br />u- <br />4 <br />cn <br />W N <br />� m <br />U <br />0 <br />l%i <br />w o <br />0 <br />C m <br />h- u) <br />Ci c <br />l i.l tO <br />J E <br />myy <br />r <br />c u) <br />Q o <br />o <br />�Q <br />sm <br />o <br />coh <br />o <br />w <br />Z <br />U_ <br />w <br /><�N <br />E 8 <br />cu <br />♦— @ <br />z <br />o <br />Ro <br />o a <br />oo <br />o0 <br />CD <br />CV <br />a¢ <br />to <br />o <br />o <br />wz <br />Lo <br />no <br />y <br />Nm <br />o <br />Z <br />J <br />am <br />�w <br />zz <br />to <br />o< <br />no <br />n � <br />a <br />W <br />j� <br />mw <br />= k <br />U <br />2 <br />az <br />3 <br />CD <br />}° <br />d <br />d <br />w <br />z¢ <br />a <br />03 <br />2O <br />0 <br />= <br />> Ln <br />O <br />0 <br />L <br />c <br />Cfl <br />> <br />cc <br />J <br />0 <br />m <br />U <br />C0 <br />T <br />T <br />� <br />=C:) <br />0 <br />Cn <br />M <br />r <br />d- <br />0') <br />") <br />Z <br />ca <br />z <br />E O <br />0 <br />cu <br />a <br />E o <br />U <br />'0a) <br />Q p <br />_J <br />JOB <br />NO: <br />21-4278 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />FF n m I i�r- <br />