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�.:�....,,�.�_....._..,. y.� :... •i It- - - - ->.i,1 y L .� . �...Ls . sue. 6.A - - - - - - - - - - - - - - - - - - <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 [Intel 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 vertcal (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 />a e vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED UNTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />O © © O O O O •, • �.�. <br />O O O O <br />8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T •''• <br />8F20-0B/1 T <br />*-'44 <br />8 <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/1T <br />FORM dr GROUT SOLID <br />d .�.J_7 of <br />Q N Q <br />J <br />U <br />O /5 BAR CONT. <br />8F12-1B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />Is <br />nos <br />`i <br />RE <br />F = FILLED WITH <br />\ <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16- <br />B/1T <br />tNOMINALr <br />QUANTITYOF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />. ' c�precastlintela = 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 />8. Mortar per ASTM C270 type M or S. <br />#5 .(1) <br />MIN. <br />RAT TOP <br />(1) REGPD <br />�E R <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />• • <br />° <br />M.U. <br />#5 REBAR AT TOP <br />° <br />w <br />a• <br />MIN.(1)RECI'D d 1-1/2"CLEAR <br />x <br />A <br />Q• <br />z <br />• e ° a <br />p <br />2 <br />GROUT <br />D <br />• <br />n Q <br />j <br />F 4 C.M.U. <br />e <br />5 REBAR AT <br />y <br />N <br />= (n w <br />• <br />BOTTOM OFa. <br />U)Z w <br />W O 4 <br />c <br />LINTEL CAVITY <br />c~n <br />E w G1 <br />OTTOM <br />¢ 0 $ <br />REINFORCING <br />PROVIDED IN <br />¢o <br />¢ ¢ k7 ¢ n <br />Z LL Ci m D D , REBAR AT BOTTC <br />a <br />7-5/8"ACTUAL <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ oo AS INDICATED <br />� C 'c � �, � <br />(VARIES) <br />c6 o o <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 manufacturers 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 camentitluos 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 />6-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: 14"= V-0" <br />0 <br />.,.at��,T4i11PtEti!! <br />0 WIV, s <br />J � <br />� <br />< vG <br />t� <br />0r' <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 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 />Engineers signature and seal. <br />W <br />A r <br />co <br />o CCQ <br />C <br />Loa <br />LL <br />#LLa <br />0) <br />Qaj <br />?rn°o°� <br />Nkro- LL a <br />vMer Y <br />�LLLL a <br />Z <br />0 <br />0 <br />rig 0° <br />W <br />j io N k0 m O J <br />(S T a <br />= <br />L LL <br />-.41 <br />n <br />N rN z � N O <br />ZOUv_jccnn <br />❑ ❑ ❑ <br />W <br />(D c) <br />Z gNg <br />Z iZS <br />Z n <br />Q <br />d <br />a1) <br />0_ o <br />T' <br />(� <br />G, Lu <br />C) <br />V <br />OW <br />as <br />C <br />Q <br />_ rr <br />�rco <br />- <br />M <br />z <br />of <br />w <br />zo <br />oozQ <br />a� <br />cc U <br />ui z <br />� <br />a <br />Z <br />o M <br />O <br />i <br />ao <br />�z <br />ego <br />wZ <br />f0 <br />C <br />- C <br />�x <br />�f <br />o <br />Z <br />z <br />z <br />J <br />w ,� <br />�u� <br />o <br />a <br />2 r <br />�W <br />a� <br />s <br />5 <br />3 <br />O <br />= <br />�L <br />CO <br />0 <br />c <br />� <br />co <br />N <br />^ <br />•� <br />Y <br />O <br />aU <br />m <br />CO <br />I� <br />/C� <br />U) <br />T- <br />2 Q4 <br />O N <br />Q <br />LO <br />r <br />T <br />00 <br />T.- <br />E <br />z <br />C,)Z <br />z <br />� <br />E O <br />E <br />y <br />d <br />� w <br />c <br />a <br />0 _J <br />Q o <br />JOB <br />NO: <br />21-1075 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />