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3 <br />"CI <br />Q <br />rn <br />LL7 <br />0 <br />Cn <br />0 <br />0 <br />in <br />CDD <br />0 <br />J <br />LO <br />M <br />in <br />O <br />1 <br />N <br />L0 <br />21 <br />v <br />N <br />0 <br />0 <br />0 <br />J <br />L() <br />N <br />0 <br />I <br />N <br />L7 <br />L0 <br />i <br />0 <br />cn <br />C, <br />j <br />rn <br />c <br />t2 a <br />8 <br />N <br />v <br />d <br />E <br />a <br />N <br />E <br />0 <br />C <br />C <br />J <br />N <br />r7 <br />in <br />U <br />0 <br />c <br />U <br />y <br />i <br />U <br />z <br />N <br />1 <br />Y <br />a <br />U <br />J <br />CD <br />N <br />N <br />ti <br />0 <br />O <br />a <br />CN <br />C14 <br />O <br />CV <br />0 <br />0 <br />Cn <br />Q <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 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 />8F44 1 B/1 T 81740 1 B/1 T 8RF40 OB/1T 81`32 1 B/1T <br />� © ® R <br />FORM & GROUT SOLID <br />C LU <br />U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />I01 <br />�q <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />vl <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />6F16- <br />B/1T <br />U <br />a <br />tNOMINAL. <br />L QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />. c precast mtels = 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.1 <br />AT TOP <br />REQ'D <br />() Q <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />a a,/2 <br />a O n <br />° <br />d <br />.M.U. <br />#5 REBAR AT TOP <br />e° a <br />GROUT <br />MIN. (1) REC'D 1-1/2" CLEAR <br />D <br />° a a <br />d <br />J <br />C.M.U. <br />5 REBAR AT <br />= rn to , j <br />° <br />O <br />BOTTOM OF <br />a rn z Lu <br />0 <br />o <br />LINTEL CAVITY <br />w U U) <br />� O <br />-BOTTOM <br />o ci Z <br />REINFORCING <br />Q ¢ Oon <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z LL O w n <br />¢ _' O � ` #5 REBAR AT BOTTO v <br />' NOMINAL WIDTH <br />(VARIES) <br />Co n X ii <' f AS INDICATED <br />v <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.I <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 />(ED <br />5'-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=V-0" <br />C: j <br />C t <br />0� <br />n <br />fV <br />N <br />0 <br />N <br />M <br />N <br />N <br />0 <br />m <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 <br />Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing <br />pages bearing <br />Engineer's signature and seal. <br />N <br />CD <br />U') <br />W c1 E <br />Q O M 8 <br />CO- <br />10rrZ <br />N 02 <br /># LL <br />V <br />7 0?N <br />O0) <br />* , W <br />rq�nZIP <br />ccnv <br />Q �CL <br />LL W n <br />-1 - <br />ui vYi <br />aLu <br />Z L° <br />X0 <br />0 <br />� '� C,4 M <br />Lr 0 W <br />W 05 <br />Z 0o <br />LLW <br />a <br />Lo M Z <br />U <br />= O <br />U U) <br />Z C) <br />❑ ❑ ❑ <br />M <br />1J Z N c�a' <br />Z <br />Z o <br />J <br />d LA <br />QU) � <br />M <br />N Z <br />/r c <br />L UI <br />VJ o <br />- LL <br />i-1 <br />(a w <br />ij- <br />O w oo <br />U') w <br />tl06 <br />e- v7 <br />U ° <br />c <br />r- - E <br />L <br />2 <br />° <br />c) o <br />c m <br />®Q <br />Q N <br />co <br />w <br />�� <br />M <br />w¢ <br />zo <br />z <br />Z¢ <br />LL_ <br />Wo <br />¢R <br />z® <br />O <br />L.r <br />z <br />O <br />o a <br />w <br />00 <br />O� <br />O ( <br />CV <br />i <br />a� <br />< z <br />a o <br />W w <br />t <br />tp <br />¢o <br />z <br />" <br />mM <br />O <br />OLL <br />Z <br />J <br />a <br />z <br />cn <br />Cf)O <br />Q <br />1 <br />zo <br />Q U <br />Q "!J <br />a <br />0. <br />W <br />ao <br />oLL <br />1- <br />�3 <br />o <br />Jz <br />wF <br />o5 <br />Mo <br />J <br />O <br />�a <br />I <br />a F <br />z< <br />03 <br />.2O <br />_117 <br />w / <br />m <br />Q <br />0 <br />CL <br />I� <br />CM <br />J O <br />O <br />O <br />W <br />CO <br />+_J <br />T <br />Q <br />O N <br />c) <br />I <br />r <br />N <br />_ <br />co <br />Q <br />t- <br />N <br />T <br />hiw <br />E <br />E <br />O <br />Z <br />M <br />z <br />N <br />E O N <br />= <br />c <br />@ <br />IL <br />E <br />U � Q p <br />-r <br />JOB <br />NO: 22-02395 <br />SCALE : AS NOTED <br />SHEET NO. <br />8 <br />