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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-1-intels 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 Ul 80. <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 <br />Safe vertical I Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />FORM & GROUr SOLID <br />J <br />8 -113/11T 8RF6-0B/1T <br />F8 8F8-OB11T <br />0 <br />0 01 0 0 <br />0 uflir` <br />0 0 <br />10 0 yo - r. <br />#5 BAR CONL <br />8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T 8F12-1B/1T <br />0 0 <br />8F20-0B/1T <br />"V" LINTEL DETAIL <br />SCALE N.T.S. <br />0 <br />E M <br />ME <br />11111,1111�m <br />Kamm <br />MgVJA <br />I Ttr- UI=z)IUIN1AI IUINI <br />REBAR <br />IN. <br />AT TOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />F = FILLED WITH <br />GROUT/ U = UNFILLED <br />1 r2" <br />STEEL LINTEL <br />R = RECESSED <br />QTY. OF #5 <br />F -REBA BOTTOM <br />OF LINNEL CAVITY <br />4 <br />#5 REBAR AT TOP <br />W <br />A" A <br />MIN. (1) REQ 'D <br />1-1/2" CLEAR <br />6- B/1 T <br />z <br />4 <br />5 <br />0 <br />z <br />'d A <br />GROUT <br />L6 <br />tNOMINAL, QUANTITY OF <br />4 <br />5 REBAR AT <br />Ln L. <br />U) <br />#5 REBAR AT <br />WIDTH <br />4 <br />BOTTOM OF <br />i=- Z' W, -'s <br />a- 10 F <br />TOP <br />LINTEL CAVITY <br />L <br />W. <br />a 0 <br />NOMINAL- <br />0 <br />OTTOM <br />Lu w <br />0 d �- <br />Z <br />HEIGHT <br />< Cj <br />,�REINFORCING <br />7-5/8"ACTUAL <br />PROVIDED IN <br />P <br />z LU <br />8"NOMINAL WIDTH <br />I INTEI <br />3: �� 0 -0---[-A#5 <br />REBAR AT BOTTOM <br />(VARIES) <br />r4 y Ui <br />S INDICATED <br />MATERIALS <br />-'--16 GAUGE POWERS <br />1. t c preERMIntels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 3/8" aggregate and 8" to I I" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />1. Refer to manufacturer's specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />7/32 wire per ASTM A51 0. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel plan/details for bottom steel required. <br />L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />applying the cemenlitiuos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <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 />UPLIFT <br />CONNECTOR <br />TYPICAL <br />(SEE PLAN) - <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 S )OLID <br />W/ (1) #5 BAR <br />CONT. PRECAST "U" LINTEL INSTALL MIN. 25" LAP <br />FILLED SOLID W/ 3000 PSI GROUT --------- - /-SPLICE BETWEEN WALL <br />(SEE LINTEL PLAN FOR MINIMUM REINF. & LINTEL TOP STEEL <br />GROUT TO BE SIZE & REINFORCEMENT) AT EACH SIDE OF OPENING <br />FLUSH WITH STAN DAR D 90 TYP CONT. BOND BEAM <br />TOP OF WALL-\ DEGREE HOOK 8" X 8" x 16" K.O. LINTEL <br />BLOCK FILL w/ 3000 PSI <br />/ f GROUT w/ (1) #5 DIA. REBAR <br />P7.7 <br />4. <br />4i.: <br />Lr) 0- <br />C14 <br />z <br />A ? <br />5 <br />PROVIDE 3"x3" HOLE ;A <br />IN BOTTOM OF <br />PRECAST LINTEL TO <br />EXTEND WALL REINF.'. <br />THROUGH AS REQ'D. <br />REBAR BOTH SIDES <br />REBAR BOTH SIDES <br />OF OPENING U.N.O. <br />OF OPENING U.N.O. <br />12" OR LESS <br />A.1 '44 <br />.1. <br />INDICATES <br />FILLED CELL <br />FROM FTG. TO <br />BEAM w/ (1) #5 <br />? <br />BAR <br />811 x 8" x 16" <br />CMU U.N.O. <br />TYP. DOWEL <br />25" MIN LAP <br />% <br />(AC1530) <br />.4 <br />A. <br />A <br />d6' <br />4 <br />;44 <br />AYA <br />SEE FOUNDATION PLAN FOR-/ <br />FOOTING REQUIREMENTS <br />SHEAR FRAME <br />SCALE: 112"= V-0" <br />REVISION 10-19-16 <br />SEE FOUNDATION PLAN <br />FOR LOCATION <br />) SINGLE OR MULTIPLE WINDOWS_ <br />4'-6" LL <br />4 -6" LL <br />5'-8" LL <br />(�) M I N. <br />17'4" LL <br />8'-8" LL <br />6'-0" LL <br />(D <br />4'-0" LL <br />LINTEL PLAN <br />SCALE: Y4"=1'-O" <br />C-- <br />r- <br />01 <br />C= <br />c4a <br />C2. 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IT <br />I " <br />0 <br />� z <br />�z <br />'W <br />M� <br />0 R� <br />z zz <br />0 <br />'0 <br />0 <br />M <br />-0 <br />C�> <br />r <br />0 <br />0 <br />C <br />.2 <br />C) <br />M <br />co <br />LO <br />:3 <br />LO <br />T- <br />Cr , <br />>1 <br />cc <br />F- <br />M <br />0 <br />C:) <br />LO <br />co <br />0) <br />CN <br />CN <br />LO <br />LO <br />LO CD <br />IRT 04 <br />LO <br />i6 <br />E <br />M <br />LO <br />z <br />C <br />E <br />E <br />M <br />(L <br />0 16 <br />0 <br />ca <br />0 <br />C <br />(D <br />-J <br />JOB <br />NO: <br />23-06105 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />