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r' <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 <1 .0 <br />Safe vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />'�► '�►= <br />: W <br />FORM & GROUT SOLID <br />0 #5 BAR CONT. <br />8F12-1 B/1 T <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />EN <br />101 <br />Y t_ C UCJIIdIVH I IUIV <br />#5 REBAR <br />MIN. <br />AT TOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />F = FILLED WITH <br />GROUT S UNFILLED <br />12" <br />CLEAR <br />STEEL LINTEL <br />a <br />R =RECESESSED <br />QTY. OF #5 <br />° e <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />4 <br />M.U. <br />#5 REBAR AT TOP <br />° <br />MIN. (1) REQ'D <br />1-112" CLEAR <br />Q <br />Ja <br />8 F 16- B/ 1 T <br />O <br />° ° <br />z <br />� e <br />GROUT <br />f0 <br />(n -� E <br />QUANTITY OF <br />NOMINAL, QUANTITY <br />° <br />REBAR AT <br />= 0 a d: <br />= - rr�� <br />C.M.U. <br />WIDTH #5 REBAR AT <br />• 0 <br />BOTTOM OF <br />a 03 <br />TOP <br />LINTEL CAVITY <br />t11 6 O m <br />Oc <br />NOMINAL-° <br />-BOTTOM <br />Lu d x 03 <br />HEIGHT <br />REINFORCING <br />Q (3 <br />7.5/8"ACTUAL <br />PROVIDED IN <br />LL G1 y� <br />8" N MINAL WIDTH <br />LINTEL <br />Q O > i� <br />cr i� <br />5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />r~n <br />MATERIALS <br />. c-T'1 pry ecas�ntels = 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 />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 />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 />1. Refer to manufacturers 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 /ICE <br />applying the cementitiuos coating. See contractor specifications <br />CONT. PRECAST "U" LINTEL <br />INSTALL MIN. 25" LAP <br />FILLED SOLID W/ 3000 PSI GROUT <br />SPLICE BETWEEN WALL <br />(SEE LINTEL PLAN FOR MINIMUM <br />REINF. & LINTEL TOP STEEL <br />SIZE & REINFORCEMENT) <br />AT EACH SIDE OF OPENING <br />UPLIFT <br />GROUT TO BE <br />CONNECTOR <br />TYPICAL <br />FLUSH WITH STANDARD 90 <br />TOP OF WALL DEGREE HOOK <br />TYP. CONT. BOND BEAM <br />8" x 8" x 16" K.O. LINTEL <br />(SEE PLAN) <br />[� I I <br />BLOCK FILL w/ PSI <br />I[�{ <br />DIA. REBAR <br />GROUT w! (1) #55 DI <br />HOOK LINTEL <br />REINFORCING <br />.: • , ,°•.. • ° , <br />• ::''%';;a. `���; i •: •+.;•!: i.;��' •rr• y <br />its IL <br />INTO SIDE <br />I <br />.•�.� s�• ....: <br />N <br />VERTICALS <br />.... , .�•, r. <br />-" -r' �''�'•"' ',T: r';� �'"''"• i'r' "" <br />" <br />Z CL <br />•; PROVIDE 3"x3" HOLE <br />IN BOTTOM OF <br />:•.; <br />PRECAST LINTEL TO <br />.: <br />EXTEND WALL REINF. <br />THROUGH AS REQ'D. <br />PROVIDE STD. <br />90° HOOK W/ MIN. <br />6t REBAR BOTH SIDES <br />REBAR BOTH SIDES <br />r <br />25" LAP SPLICE <br />OF OPENING U.N.O. <br />OF OPENING U.N.O. <br />ON EA. END <br />12" OR LESS <br />' ' *'' •� <br />INDICATES <br />PROVIDE <br />+ <br />FILLED CELL <br />KNOCK -OUT <br />s ! <br />e • Z• <br />FROM FTG. TO <br />BLOCK FOR FIRST <br />:• .J <br />BEAM w/ (1) #5 <br />COMPLETE CMU <br />BAR <br />COURSE BELOW <br />SILL & FILL SOLID <br />W/ (1) #5 BAR <br />• <br />CMU U.N.O. <br />• <br />TYP. DOWEL <br />�, ;w <br />=j� ;� <br />.9 <br />25" MIN LAP <br />(AC1530) <br />S. <br />SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN <br />FOOTING REQUIREMENTS FOR LOCATION <br />AS24 SHEAR FRAME C@ SINGLE OR MULTIPLE WINDOWS <br />SCALE: 3/8° = 1'-0` <br />REVISION 10.19-16 <br />1 <br />C4'-6" LL <br />C) <br />4'-2" LL <br />)E) <br />4'-2" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: Y4'=1'-0" <br />M <br />nN <br />to <br />N <br />C <br />-La <br />> W <br />C0 Y o <br />>z <br />0- <br />H cc O a <br />is y a> a <br />G <br />C tr <br />a� <br />4iii�6�ItPttl %f <br />\\�`1i�Z <br />:M <br />F L <br />0 <br />ESSlOJAr <br />�y <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with fhe 2020 Florida Building Code - <br />Residential 7th Edition. 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