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r <br />r <br />r <br />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 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 />MA RWA LIMA LOM <br />iias <br />8F44 1B/1T8F40 1B/1T 8RF40OB/1T 8F321B/1T <br />FORM R GROUT SOLID <br />�U <br />0 BAR CONT. <br />8F12-1 B/1 T <br />0 <br />`Y LINTEL DETAIL <br />SCALE = N.T.S. <br />as <br />Is <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 />IE <br />J <br />8F16-iT <br />o <br />US <br />Z <br />t <br />tNOMINAL. <br />to <br />L QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />o <br />HEIGHT <br />MATERIALS <br />c-1�precasflFntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" 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 />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5 REBARAT TOP ALTERNATE POWERS <br />MIN. (1) REQ'D <br />LFrAR STEEL LINTEL <br />G ♦ M.U. #5 REBAR AT TOP <br />• ♦ • MIN. (1) REQ'D- <br />a � <br />GROUT <br />5 REBAR AT <br />• BOTTOM OF <br />O y <br />u1uJ <br />LINTEL CAVITY <br />OTTOM <br />0 rr U <br />REINFORCING <br />E 0 <br />IB"ACTUAL PROVIDED IN <br />ZO LL O L�tl n <br />NINAL WIDTH LINTEL <br />¢ �•o' O p3 <br />y 8 <br />(VARIES) <br />ui n <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 />1-1/2" CLEAR <br />REBAR <br />1 AS INDICA <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 manufacturers specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturers 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 cementitluos 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 />CONT. PRECAST "U" LINTEL <br />FILLED SOLID W/ 3000 PSI GROUT <br />HOOK LINTEL <br />REINFORCING <br />INTO SIDE <br />VERTICALS - <br />PROVIDE STD. <br />900 HOOK W/ MIN. <br />25" LAP SPLICE <br />ON EA. END -- <br />PROVIDE <br />KNOCK -OUT <br />'BLOCK FOR FIRST] <br />COMPLETE CMU <br />COURSE BELOW <br />SILL & FILL SOLID <br />W/ (1) #5 BAR <br />INSTALL MIN. 25" LAP <br />SPLICE BETWEEN WALL <br />REINF. & LINTEL TOP STEEL <br />AT EACH SIDE OF OPENING <br />TYP. CONT. BOND BEAM <br />8" x 8" x 16" K.O. LINTEL <br />BLOCK FILL w/ 3000 PSI <br />GROUT w/ (1) #5 DIA. REBAR <br />INDICATES <br />FILLED CELL <br />FROM FTG. TO <br />BEAM w/ (1) #5 <br />BAR <br />8"x8"x16" <br />CMU U.N.O. <br />TYP. DOWEL <br />25" MIN LAP <br />(AC1530) <br />A. <br />SEE FOUNDATION PLAN FOR-/ SEE FOUNDATION PLAN <br />FOOTING REQUIREMENTS FOR LOCATION <br />SHEAR FRAMED SINGLE OR MULTIPLE WINDOWS <br />SCALE: 1/2" = V-0" <br />REVISION 10-19.16 <br />O <br />6'-0" LL <br />O <br />4'-0" LL <br />O <br />8'-8" LL <br />OMIN. <br />17'-4" LL <br />O <br />4'-6" LL <br />J <br />4'-6" LL <br />O <br />5-8" LL <br />LINTEL PLAN <br />SCALE: Y4"=1'-O" <br />r <br />c <br />C1• <br />n <br />f <br />� C <br />O <br />o <br />> W <br />CD <br />o <br />u ca r" <br />L" A V CV <br />--�mx <br />♦-• G L.F. Q <br />N t6 C7 <br />to C-4 <br />Y) d Q cc <br />4t r CV Y <br />m <br />W CL <br />at S-5Q <br />.. <br />d d� <br />�• W4, <br />�Wcc <br />N as <br />r= <br />Q <br />M <br />CM0 <br />CV <br />N <br />C <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. 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