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i <br />I <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 .0 <br />Safe vertical load Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />I <br />0 0 0 <br />0 0 suffWma <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40OB11T 8F321B11T <br />FORM & GROUT SOLID <br />Wit' ,`..•i,_ � <br />O LU <br />0 w #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />i <br />� <br />i <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />CITY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />u! <br />Z _ <br />8 F 16- <br />B/ 1 T <br />J <br />¢ Z <br />co i <br />6Z <br />tNOMINAL. <br />L QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />c 'pre-ca-sl7intels = 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. 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 />#S <br />MIN.. <br />(1)REBAR AT TOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />° O ° <br />a <br />C <br />.M.U. <br />#5 REBAR AT TOP <br />a° ° <br />a_ <br />GROUT <br />MIN. (1) REQ'D <br />`� �• <br />1.1/2" CLEAR <br />a <br />° ° <br />4 <br />< <br />v! ¢ w v <br />C.M.U. <br />5 REBAR AT <br />D in v~i w <br />0- <br />a O <br />BOTTOM OF <br />LINTEL CAVITY <br />U)) - w <br />UJ w O v~i Q <br />o <br />OTTOM <br />o a Ci O <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />4 ¢ (d j <br />Z LL C] w in N <br />¢ _' d 3 N i <br />1.- 60 � a C7 <br />5 REBAR AT BOTTO <br />AS INDICATED <br />7-5/8"ACTUAL <br />' NOMINAL WIDTH <br />(VARIES) <br />G G <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 MAYBE 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 />4'-6" LL <br />O <br />O <br />9'-0" LL <br />O <br />8'-8" LL <br />(�) MIN. <br />17'-4" LL <br />' LL <br />O <br />3'-8" LL <br />LINTEL PLAN <br />SCALE: Y4"=1'-O" <br />N <br />C%J <br />CV <br />C`4 <br />C,' c <br />CD <br />LLJ <br />--c <br />N <br />a LJJ <br />o t <br />flr c <br />. ti co <br />cc m X <br />N d <br />� s c <br />CC <br />ca �+ <br />S I <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 />W a E <br />a o M8 <br />N c S <br />y y N r <br />® _ °' _ CO <br />fA inti1 1* <br />V C J u W <br />J LL LL <br />Z <br />IY �•mN� <br />���Z m w <br />r <br />6 N N Z ¢ F <br />coU <br />ILW <br />OU <br />Z <br />W ❑171 <br />CD r <br />N <br />O O <br />Z O <br />Q¢N <br />Z O Q <br />Q <br />J <br />� N <br />N <br />M <br />U) <br />tJ'I z <br />_o <br />A <br />�.d <br />Ma <br />� <br />U <br />Ow o <br />A <br />(✓ I N <br />C) <br />w J <br />- t 8 <br />wig~ <br />i <br />z> <br />I <br />U o °� <br />m <br />• <br />- Q <br />N <br />I� <br />O <br />co <br />w <br />z <br />oz <br />S <br />z <br />¢ <br />CL E <br />0 <br />=o <br />wz <br />,q <br />Za <br />o" <br />CU U <br />F_ <br />o <br />XU <br />¢ c <br />CC)o <br />p U <br />O <br />ZN <br />4 E <br />i <br />T8 <br />ao <br />¢o <br />a <br />�W <br />n, <br />C <br />= <br />Y <br />o <br />m� <br />o <br />O � <br />z� <br />Zy <br />J <br />m <br />¢ <br />< W <br />z <br />rq <br />o� <br />z <br />go <br />Q � <br />a <br />- W <br />W <br />o,. <br />�- <br />Z <br />=3 <br />(7 r <br />o <br />CO <br />wa <br />w <br />>° <br />a <br />Or <br />� <br />U3 <br />C O <br />0 <br />i <br />LO <br />0bi <br />) <br />c� <br />� <br />�� <br />Q <br />T <br />CrT <br />� <br />'^ U <br />vJ o <br />N <br />� <br />C,U <br />N <br />N <br />LO <br />T <br />Q <br />T <br />^ <br />ai <br />m <br />-irl fV <br />� CD i6 � <br />o <br />Z <br />Z <br />E T m <br />a <br />EE °3 <br />U ¢ 0 <br />c <br />� <br />JOB <br />NO: 22-06452 <br />SCALE : AS NOTED <br />SHEET NO. <br />7 <br />a <br />4 <br />