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v+ <br />3 <br />_ <br />Q <br />rn <br />LO <br />L0 <br />v <br />C <br />vim) <br />O <br />Q <br />0 <br />CO <br />CV <br />J <br />co <br />0 <br />I <br />N <br />_ <br />rn <br />LO <br />Ln <br />v <br />v <br />(n <br />0 <br />.a <br />0 <br />Cv <br />C'4 <br />J <br />rn <br />r'M <br />C0 <br />I <br />rh <br />r� <br />CV <br />0 <br />Ln <br />Ln <br />(n <br />.0 <br />y� <br />3 <br />FV- <br />Q <br />0 <br />cu <br />CL <br />IV <br />0 <br />a <br />J <br />> <br />N <br />O <br />CV <br />0 <br />0 <br />Cl- <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 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 />81`44 1 B/1T 8F40 1 B/1 T 8RF40 0B/1T 81`32 1 B/1T <br />I <br />FORM k GROUT SOUD <br />O N W <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 />M <br />I -MIS <br />8, <br />MIN <br />01 <br />1�1 <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />Q <br />8F16- <br />B/1T <br />V <br />a <br />tNOMINAL, <br />QUANTITYOF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />cTf precasTntels = 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 REBAR <br />MIN. <br />AT <br />(1) REQ'D Q'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />G n <br />O <br />e <br />° <br />G <br />.M.U. <br />#5 REBAR AT TOP <br />a ° A <br />a <br />GROUT <br />MIN. (1) REQ'D 1-112" CLEAR <br />° <br />° a <br />a <br />n O <br />° <br />U) ¢ m C.M.U. <br />5 REBAR AT <br />= cq w <br />° <br />O <br />BOTTOM OF <br />Nn <br />Q_ - F <br />Lu <br />o <br />LINTEL CAVITY <br />Lu 0O U)w <br />-BOTTOM <br />OOZ <br />REINFORCING <br />Q ¢ C7 in <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z O w n <br />¢ E. O 3:cNo #5 REBAR AT BOTTC <br />NOMINAL WIDTH <br />(VARIES) <br />((nn � ¢ a " 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 />IMF F <br />4'-6" LL 4'-6" LL <br />E � <br />5'-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />C" <br />O <br />N <br />- <br />C" <br />0 <br />c <br />caar� <br />Cn <br />m ca <br />fir' <br />�cnx <br />w. �. <br />(v .cl, <br />2 <br />.L <br />m <br />v <br />arc v <br />C c <br />n> <br />o oz <br />co <br />`' <br />rz: y <br />c F <br />ti <br />L� <br />Q'4 <br />i <br />f � P <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building <br />Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />N <br />W <br />a <br />0 E <br />8 <br />0 <br />U <br />C <br />d �' <br />oo a) <br />09 y <br />N <o <br />N <br />rn�r--� <br />M <br />a <br />M V <br />N I- <br />M <br />w <br />J u- iU <br />o <br />Z <br />= <br />io c rn <br />Lu <br />a Y <br />_ '� <br />N <br />O <br />W <br />05 °' °' <br />m <br />Z <br />LL <br />L- 0 <br />0 (h Z <br />w <br />Q J <br />aN <br />O U <br />Z <br />W <br />0 0 <br />T iz' <br />r <br />l✓1 <br />v <br />flu <br />0 Lli p <br /><_J c <br />W J <br />= L <br />ti A � <br />�Q <br />o <br />w <br />__ <br />C6 <br />o <br />E <br />� <br />O <br />t- rc <br />< I <br />U O <br /><ar4 <br />(fl <br />O F <br />Cu <br />a U <br />w <br />a w <br />� <br />co nJ <br />x <br />< <br />m U <br />¢ w <br />o <br />m <br />z <br />"J <br />z <br />c <br />i3 <br /><Q <br />u <br />� <br />o <br />M <br /><Y <br />^ F- <br />Zk <br />'J 3 <br />O <br />>� <br />LO <br />LO <br />m <br />Q <br />cU <br />00 <br />N <br />o <br />N <br />Y <br />Y <br />U <br />O <br />J <br />M_ <br />W <br />m <br />LO <br />O <br />r <br />Q <br />LL co <br />I <br />N <br />r <br />LO U') <br />T <br />E <br />CDZ <br />(O <br />Z <br />00 <br />E (D <br />a <br />0 J <br />-8 o <br />� <br />JOB <br />NO: <br />23-06133 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />