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v1 <br />Q <br />v <br />o_ <br />0 <br />O <br />0 <br />M <br />M <br />O <br />I <br />J <br />rn <br />to <br />U-) <br />2 <br />v <br />V) <br />M <br />0 <br />J <br />CY) <br />0 <br />I <br />to <br />`v <br />U) <br />rn <br />-L <br />3 <br />R <br />Q <br />C-4 <br />CV <br />N <br />d <br />E <br />Cn <br />N <br />E <br />O <br />S <br />a_ <br />v <br />J <br />LZ <br />U <br />E <br />O <br />UI <br />U <br />N <br />.o <br />a <br />U <br />`v <br />y <br />I <br />Y <br />a <br />U <br />J <br />l <br />N <br />M <br />N <br />N <br />0 <br />0 <br />a <br />E, <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 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 / ■ O <br />Safe vertical load + Safe horizontal load \- <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />i <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 81`32 1 B/1T <br />FORM do GROUT SOUD <br />CV Q <br />�U <br />O #5 BAR CONT. <br />8F12-1B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />MMmm <br />Im <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />QI <br />6F16- <br />B/1T <br />00 <br />tNOMINALQUANTITY <br />OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />cif p ca�intels = 3500 psi. <br />2. fc prestressed Ilntels = 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 />MIN. <br />MIN.(1ARQ'D <br />(1) REF <br />1/2 <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />e <br />e O d <br />° <br />d <br />.M.U. <br />#5 REBAR AT TOP <br />e ° e <br />GROUT <br />MIN. (1) REQ'D <br />U 1-1/2" CLEAR <br />° <br />e e <br />d ° <br />e <br />L Cn r Cc <br />`- !I C.M.U. <br />5 REBAR AT <br />= n t j <br />° O <br />BOTTOM OF <br />n w <br />LINTEL CAVITY <br />wo U O U) <br />, <br />OTTOM <br />0 rr 0 <br />� � �� � <br />REINFORCING <br />¢ Q c7 [ <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />z w n <br />Q C7 3 <br />` #5 REBAR AT BOTTON <br />NOMINAL WIDTH <br />(VARIES) <br />11 <br />F- LU a <br />-� �� AS INDICATED <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 />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 />' ` Qj <br />ii ssi <br />C" M i24- (� <br />CID <br />tU <br />0' Y_ <br />Pi 1 < <br />di 0 0 <br />U <br />Q 0 W -.. <br />C <br />N <br />O <br />CV <br />M <br />CV <br />CN <br />O <br />Y � a <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 />Engineer's signature and seal. <br />H CD <br />/W �E <br />O M 8 N00 <br />V <br />C1 <br />V <br />0 ��� � * �; W <br />N cn t` r- - w a <br />QN M V LL <br />fA y <br />LL 33 a <br />J WIX <br />Z 5 qrn Z O <br />O <br />= M11 H W <br />'ta N co � O -J <br />�pjO' d ¢ a <br />0Ci <br />Z N M Z rL E)W O <br />ILW <br />Z O U U fU <br />W ❑❑❑ <br />� N O <br />o 0 <br />Z N <br />Q <br />Z <br />M <br />U I <br />In Z a <br />V! � <br />a--J cn <br />m <br />O w o <br />V) Ly N <br />�N y <br />U c <br />W J <br />L <br />r N <br />U o N <br />c <br />r.te, <br />14 <br />O <br />Mh <br />w <br />M <br />O <br />Z <br />4 <br />� <br />ILL. <br />a E <br />1= Q <br />z j <br />} <br />Z <br />(Q <br />F- C <br />-N <br />:w0 <br />x <br />r4 <br />UO <br />0 o <br />0< <br />Z <br />O E <br />L <br />az <br />wo <br />Q <br />aZ <br />rZ <br />(d <br />ro <br />Y <br />O <br />OY <br />Z <br />- C: <br />> <br />z <br />50 <br />0_ ? <br />2< <br />LL <br />a <br />nw <br />W <br />(> <br />o <br />oz <br />J <br />�3 <br />= F <br />CO <br />N <br />a r <br />OOP <br />•° T <br />L / <br />0 <br />,-.LO <br />� <br />� <br />r <br />co <br />C) <br />M <br />O <br />O <br />UU) 0 <br />C/1 <br />W <br />m <br />}� <br />IT- <br />Q� <br />Q <br />O <br />C) <br />N <br />O� <br />N <br />T <br />r <br />ce) <br />ui <br />m <br />N <br />T w N <br />o <br />Z <br />Z <br />E O <br />m <br />0- <br />E <br />0 _J _0 o <br />JOB <br />NO: 22-02393 <br />SCALE : AS NOTED <br />SHEET NO. <br />8 <br />