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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 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 verttcal (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 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1 B/1T <br />FORM dr GROUT SOLID <br />� r J <br />U <br />0 I #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />Y' LINTEL DETAIL <br />SCALE - N.T.S. <br />I <br />Ulu <br />I YHE Ut51(aNA I IUN <br />#5 REBAR <br />IN. <br />AT TOP <br />(1) REO'D <br />ALTERNATE POWERS <br />F = FILLED WITH <br />GROUT S UNFILLED <br />1/2 <br />CLEAR <br />STEEL LINTEL <br />c ° <br />R =RECESESSED <br />QTY. OF #5 <br />° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />C ° <br />M.U. <br />#5 REBAR AT TOP <br />U'°• <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />8 F 16- B/ 1 T <br />2po <br />GROUT <br />U <br />QUANTITY OF5 <br />REBAR AT <br />Ln rnNOMINA <br />= - rnWIDTH <br />#5 REBAR AT <br />BOTTOM OF <br />w - � <br />TOP <br />LINTEL CAVITY <br />U RO rn � <br />NOMINAL- <br />°-BOTTOM <br />o it v X w <br />HEIGHT <br />REINFORCING <br />Q 02 <br />C�CO <br />7-5/8'ACTUAL <br />PROVIDED IN <br />Z� w <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ _' IS oo � <br />¢ <br />5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />U)Ln 6.'n <br />MATERIALS <br />ci-f precas 7ihtels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" aggregate and W to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />1. Refer to manufacturer's specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />M A510. <br />7/32 wire per AST M A5 <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM type M or S. <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 />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 />applying the cementitluos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <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 />CFI <br />4'-0" ILL <br />�E� <br />5'-10" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: %4"=1'-0" <br />Q <br />c <br />C%& o <br />.y <br />C14 <br />1.7y 3 o <br />gO LJ cc >4 <br />uN N co <br />w O Q m <br />m <br />CP w <br />r� C <br />t Q <br />C, <br />CIS ; <br />io y cr s+ <br />� u d <br />0 <br />r- .Z3 <br />r <br />- rZ <br />ey o <br />r% u <br />Cf <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 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 />Engineers signature and seal. <br />U) <br />LoC14 0) <br />N 12 <br />r:, <br />AMC iM LL <br />4 J <br />�LLLL LL w <br />a <br />z C o' a <br />0 f <br />W<_° IS <br />�j o' °' m w <br />W J <br />Z W M Z ¢IL <br />< <br />ZN OU 0 <br />W ❑ ❑ <br />Z NQryO <br />Z o <br />Q <br />Q <br />W <br />t1) z <br />`d <br />o <br />w ro- <br />0w. <br />N <br />,N <br />w m <br />U <br />_ <br />Q <br />C_ <br />seo <br />w <br />�Q <br />M <br />z� <br />O <br />a <br />J <br />LL <br />Q 0 <br />oo <br />z fp <br />oa <br />E <br />CZ�o <br />H <br />- <br />RY <br />K• <br />aO <br />O <br />Z <br />(Z:)E <br />coi <br />a p <br />�S <br />V Z <br />Ww <br />� � <br />�x <br />V <br />mf <br />o <br />4LL <br />Z <br />y m <br />4 LL 1 <br />Z <br />Cn <br />a� <br />Q <br />S� <br />0 <br />L <br />5 <br />N W <br />Wd <br />U s <br />10 <br />C:)�I <br />� <br />ow <br />�z <br />µy <br />r$ <br />a r <br />MJ <br />Nr <br />O0z <br />.`0 O <br />= <br />> L0 <br />J <br />L0 <br />LO <br />M <br />^ <br />~ <br />LO <br />t0 <br />M <br />C <br />T <br />� <br />T <br />Y <br />m <br />COLO <br />Q� <br />0 <br />N <br />C:)O <br />o <br />LL <br />Ire) <br />r <br />Q <br />T <br />E <br />c LO <br />z <br />Z <br />E (n <br />`m <br />a <br />E <br />U 0 '0 p <br />a) <br />JOB <br />NO: 22-06473 <br />SCALE : AS NOTED <br />SHEET NO. <br />8 <br />