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.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 />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />_N�_ I�E'l <br />E <br />FORM & GROUT SOLID <br />jr-!. _ < <br />N Q <br />�W <br />r U <br />° #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />i <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 />w <br />8F16- B/1T <br />H <br />a <br />J <br />E?5 <br />0 <br />Lh <br />Z <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cTf precast lintels = 3500 psi. <br />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 />7. 270 low relaxation. <br />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5 REBAR <br />MIN. <br />(1) REQ'D <br />.112" <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />G d <br />O <br />d ° d <br />° <br />G <br />M.U. <br />#5 REBAR AT TOP <br />° 4 <br />a <br />- <br />d° d <br />° <br />GROUT <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />° <br />d d <br />a <br />° <br />�0 <br />0 0 <br />d <br />� D <br />5 REBAR AT <br />= m w <br />4 <br />° ° <br />BOTTOM OF <br />a � 6 <br />"*-BOTTOM <br />CAVITY <br />x_JLINTEL <br />U <br />, \ <br />0 IT U p � <br />U <br />REINFORCING <br />Q ¢ (7 do Z <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z -` o w ui <br />¢ . d � <br />D D <br />�o L �o <br />#5 REBAR AT BOTTO <br />AS INDICATED <br />40MINAL WIDTH <br />(VARIES) <br />(o � x a <br />. <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 />+�el11!!!!lf1�F <br />ac s <br />4{/ <br />• <br />ss <br />'C9i <br />�• <br />• <br />40 <br />• `y � s S- <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 <br />Flodda Building Code - <br />Residential 6th 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 />vi <br />Q <br />N 5W <br />m m N <br />m <br />C% <br />0) to J <br />M- N N � m IL <br />® <br />IA <br />J 'D <br />7 ILLN LL LL <br />Z <br />2 <br />N M 5 W (6 <br />> <br /><U)0q, 0 Wa. <br />` <br />o <br />2 0 0 m O <br />m <br />r o n <br />A <br />2 Earn o 2 <br />Z <br />LLW <br />U <br />'t co z O <br />z <br />U <br />° 0 D❑❑ <br />W <br />M � <br />N <br />-e <br />z <br />Q v <br />d N <br />M <br />m <br />( o <br />�N <br />LL <br />•O <br />0 o <br />V% w <br />r� ¢ <br />N <br />�� <br />�, <br />Uw& <br />o U In <br />d <br />w � <br />d- m E <br />- 0 8 <br />o �'•.. <br />=1s <br />() 0 ( <br />U) I <br />Q <br />t <br />rn rn <br />14 <br />o <br />w <br />M <br />M <br />z <br />o <br />z <br />z <br />< <br />J <br />ILL_ <br />w ¢ <br />zo <br />o O <br />Q Q <br />E:CU V <br />W Z <br />Z <br />t- <br />XO <br />Q <br />�O <br />O <br />O <br />E <br />N <br />w o <br />Q <br />w w <br />X0 <br />L <br />U) <br />O <br />m 0 <br />Z � <br />>z <br />z_ <br />Q� <br />Da <br />go <br />a <br />a <br />�w <br />U <br />�0 <br />F� <br />o <br />aQ <br />;o <br />cO <br />�t <br />zl¢ <br />a <br />5N <br />0 <br />= <br />> d' <br />L <br />c� <br />! <br />,ICU <br />r <br />n/ <br />CO <br />cc <br />a <br />o <br />T <br />O <br />•- <br />Z N <br />T- <br />T <br />T <br />CD <br />O <br />T <br />T <br />z <br />� No <br />o <br />L <br />o <br />Z <br />C <br />E <br />N <br />a <br />v � <br />¢ o <br />_J <br />JOB <br />NO: <br />20-3575 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />