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_ i;, f, , "!'Np ..:t :�4-':l . ... w.l :'.'Y ire ':V -y.; :: :. <br />O O <br />8F8-1 B/1T <br />0 <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 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 A 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 />O , O O O 1•`_•` <br />8F8-0B/1T 8RF6-0B/1T �. <br />© © Or .O O• O <br />O O O O <br />8RF14-1B/1T 8RF14-0B/1T 81`16-013/1T 8F16-1B/1T <br />O O: O <br />8F20-0B/1 T <br />8F44 1 B/1 T 8F40 16/1 T 8RF40 0B/1T 8F32 1 B/1T <br />FORM do GROUT SOLID <br />Cyo <br />CV Q <br />LU <br />�U <br />° #5 BAR CONT. <br />81712-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />E <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 />W <br />8 F 16- B/ 1 T <br />H <br />0 <br />J <br />n <br />O <br />r <br />tNOMINAL QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL. <br />° <br />HEIGHT <br />MATERIALS <br />cif p precast = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 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 />T 270 low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5 REBAR <br />MIN. <br />AT Q'D <br />(1) REQ'D <br />1/2"STEEL <br />CLEAR <br />ALTERNATE POWERS <br />LINTEL <br />a a <br />A o n <br />d <br />.M.U. <br />#5 REBAR AT TOP <br />o <br />D <br />a ° E <br />GROUT <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />" a <br />4 a <br />J = <br />� J � <br />a <br />a <br />U) ['C <br />© Q <br />C.M.U. <br />5 REBAR AT <br />= Cl) cn j <br />Q <br />° <br />BOTTOM OF <br />w z W <br />w 0� U <br />LINTEL CAVITY <br />U <br />` <br />\� <br />—BOTTOM <br />O (UriL) O z <br />0 <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />Q ¢ 000 <br />Z LL 0 W <br />¢ _' O <br />'D D <br />#5 REBAR AT BOTTC <br />7-5/8"ACTUAL <br />gOMINAL WIDTH <br />(VARIES) <br />U) u5 M a°. <br />do �o <br />AS INDICATED <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 />OF <br />5'-10" LL <br />O OF <br />4'-6" LL 4'-6" LL <br />O <br />6'-6" LL <br />(�) <br />MIN. <br />17'-4" LL <br />5'-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: )/4"=V-0" <br />SRO <br />'•. <br />"'+C. <br />0 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications <br />contained within these <br />drawings comply with the 2020 Florida <br />Building Code - <br />Residential 7th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />a <br />C, <br />v E co <br />o � <br />vN <br />O N <br />y oa J <br />®co� <br />fA <br />W <br />7 Lo o- Yk <br />W 4. <br />(n r— ti a , <br />M c) LL a Y <br />Q� <br />LL a r) <br />� <br />th <br />Z <br />0 <br />C W Co0 ~ W <br />W <br />��pjO' <br />a <br />ZL0 <br />ILU <br />MZWrn0 <br />� U) <br />O U <br />Z <br />o00 <br />W <br />M � <br />Z N � <br />izz- <br />Q <br />E3 <br />cn <br />M <br />2!! v <br />VJ <br />o <br />U <br />m <br />Ow <br />o o <br />u c <br />t <br />j4 <br />O N <br />< N O <br />0 <br />ti <br />0 <br />W <br />M <br />Z <br />< <br />W <br />E <br />C- <br />E 0 <br />zo <br />O O <br />}N <br />Q O <br />Z Q <br />oa <br />tE <br />(_ C <br /><o <br />ira <br />UO <br />O� <br />ffm0 <br />O <br />N <br />a p <br /><o <br />¢o <br />a Z <br />r <br />ru <br />'J t6 <br />C) C: <br />- <br />U <br />�o <br />mo <br />O <br />O, <br />J <br />ae° <br />aw <br />nz <br />�Z <br />o� <br />z <br />no <br />Q <br />� <br />a <br />fin w <br />zla� <br />¢ <br />0 3 <br />C O <br />= <br />LO <br />m <br />CU <br />c� <br />L <br />> <br />N <br />CD <br />O <br />Q <br />O <br />0 <br />C m <br />CO <br />o <br />= 04 <br />I� <br />T <br />O <br />04 <br />r <br />CO <br />N <br />o <br />r <br />E <br />m <br />o <br />o <br />Z <br />Z <br />E O <br />ri <br />N <br />C <br />a <br />0 � <br />a o <br />� <br />JOB <br />NO: <br />19-0251 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />