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 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.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 �� . <br />Safe vertical load Safe horizontal load - v <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />O O Q O <br />8F8-1B/1T 8F8-OB/1T 8RF6-0B/1T <br />U © © O O O O <br />O O O o <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />81`441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />O O <br />FORM & GROUT SOLID <br />p. <br />O <br />N W <br />� U <br />O <br />#5 BAR CONT. <br />8F12-1 B/1 T <br />OUO <br />V <br />O <br />8F20-0B/1 T <br />® <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />Im <br />00 <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 />Lu <br />6 F 16- B/ 1 T <br />a z <br />ib � <br />� <br />2 <br />rQUANTITY <br />OF <br />tNOMINAL <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />c1 pr_eca_s fntels = 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 />-#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />a d -1/2" <br />CLEAR <br />Od <br />d <br />a .M.U. <br />d� <br />d <br />a <br />d A <br />a GROUT <br />d 5 REBAR AT <br />O BOTTOM OF <br />LINTEL CAVIT <br />0 <br />-BOTTOM <br />REINFORCING <br />7-5/8"ACTUAL PROVIDED IN <br />' NOMINAL WIDTH LINTEL <br />(VARIES) <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 />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D- <br />1-1/2" CLEAR <br />2 <br />r J <br />U) � � m <br />pZW <br />] U O X J <br />C.M.U. <br />W <br />do <br />Ir j <br />Q V M J <br />OLLO Wan <br />3 0 - <br />00 <br />• <br />#5 REBAR AT BOTTON <br />m Cr a is <br />INDICATED <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"=V-0" <br />N� <br />N <br />v <br />C" <br />W <br />i o <br />a- ra <br />C cc C� en <br />-mac <br />,.. C LA- r1 <br />y Rf G i <br />_= CV t <br />Cn d C cc <br />ar cs c <br />� s c <br />m u Q <br />°C 3 R <br />th CL <br />= r= <br />Cc C <br />!S. v <br />1L <br />/ <br />Me <br />� a'. <br />✓ f 6 V VV s� <br />lie <br />�•.� <br />fa c <br />'Crfn � <br />� �1�/19811011 <br />M rh�6 �t <br />a titti������ <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />6, a <br />�E <br />o'? <br />No m O <br />O' c m00 n <br />Co <br />c' MO # W <br />v 25 <br />n Q <br />CJ 2 tJi W <br />u_ um 5 a <br />Ip <br />Z <br />a <br />a13 <br />r � <br />N N 0 <br />i W <br />E <br />0 "M a <br />Z <br />LO Ci <br />m Z 4 <br />Z <br />C CC O <br />°U <br />W <br />110 <br />V M � <br />N M <br />0 0 <br />N <br />Q o <br />_J <br />� lf) <br />Ln <br />M <br />a--+ <br />w � <br />IL <br />O <br />Ln <br />L.0 o <br />q00 <br />t <br />ai <br />w E <br />8. <br />pEv <br />�� <br />° <br />C) oOf <br />0 <br />e <br />N <br />I� <br />co <br />O <br />co <br />J <br />J <br />w <br />Z <br />� <br />ce E <br />E <br />�o <br />o LL <br />z <br />¢N <br />z <br />p a <br />H r6 <br />O <br />CO ro <br />20 <br />�� <br />wa <br />-o <br />p <br />o <br />wZ <br />a' F- <br />L <br />8 <br />Cf� -ZDC <br />M <br />¢ o <br />�¢ <br />�U° <br />m <br />w <br />mo <br />Q Z <br />W <br />wLL <br />z <br />go <br />az <br />IIIIIIII� <br />m <br />o <br />�p <br />oz <br />J w <br />w� <br />=3 <br />.0 <br />>0 <br />o�<10) <br />0 <br />> CD <br />' n <br />L / <br />LO <br />m <br />QC13 <br />CL <br />OCL <br />Li) <br />Cr <br />o <br />O <br />T- <br />� <br />U) <br />J <br />�, <br />N <br />o <br />LO <br />r <br />QI <br />a--+ <br />LL M <br />o <br />co C'4 <br />C.0 <br />LO <br />a' <br />Qr <br />r <br />LO LO <br />E <br />(0 <br />o <br />Z <br />C6 <br />Z <br />= <br />O <br />N <br />`7 <br />d <br />U <br />a <br />Q <br />c <br />JOB <br />NO : <br />23-06131 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />