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) <br />GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed joints. <br />2. Shore filled lintels as required. <br />1 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 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 / . O <br />Safe vertical load Safe horizontal load \- <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />• �• • r- ; � - •r � •�- . , ��• �• � ��• FORM &GROUT SOLID <br />0 <br />0 i o <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T r, o W <br />0 © 0 0 0 0 �: � L) <br />O O O O •� 0 #5 BAR CONT. <br />8RF14-1B/1T8RF14-0B/1T 81`16-013/1T 8F16-1B/1T 8F12-1B/1T <br />CO A FO v0 81F20-0B/1 T <br />® "V" LINTFI DFTAII <br />mom <br />M <br />0 <br />n <br />M <br />0 <br />0 <br />mom <br />No <br />0 <br />so no <br />08 00 <br />on <br />01 <br />on <br />00 <br />no <br />0 <br />Moil <br />F = FILLED WITH <br />GROUT / U = UNFILLED a ° <br />R = RECESSED <br />QTY. OF #5 <br />° REBAR @ BOTTOM ° ° <br />OF LINTEL CAVITY = a <br />w °° ° <br />2 <br />8F16- B/1T 00 <br />a <br />v7 0 4 <br />tNOMINAL. ° <br />QUANTITY OF ° <br />WIDTH #5 REBAR AT ° <br />TOP <br />NOMINAL ° <br />HEIGHT <br />#5 (1)REBAR AT TOP ALTERNATE POWERS <br />MIN..(1) REQ'D <br />CLEAR STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D- <br />-GROUT <br />2 <br />� J ❑ <br />45 REBAR AT <br />= - rn w , <br />BOTTOM OF <br />? w <br />LINTEL CAVITY <br />W U <br />XO <br />BOTTOM <br />o tr U z <br />REINFORCING <br />M ¢ Ci eo <br />PROVIDED IN <br />z - o w ,f7 <br />LINTEL <br />S p04 <br />(VARIES) <br />U) �) m o <br />1.1/2" CLEAR <br />.U. <br />MATERIALS <br />16 <br />-STEEL <br />= 3500 psi. <br />BOXED LINTEL <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 />POWERS STEEL BOXED LINTEL NOTES ALT.) <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. Rebar 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 A510. <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 />LINTEL 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 />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />applying the cementitiuos 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 />90' HOOK W/ MIN <br />25" LAP SPLICE <br />ON EA. ENDS <br />KNOCK -OUT <br />BLOCK FOR FIRST <br />COMPLETE CMU <br />COURSE BELOW <br />SILL & FILL SOLID <br />W/ (1) #5 BAR <br />CONT. PRECAST "U" LINTEL <br />FILLED SOLID W/ 3000 PSI GROUT <br />(SEE LINTEL PLAN FOR MINIMUM <br />GROUT TO BE SIZE & REINFORCEMENT) <br />FLUSH WITH STANDARD 90 <br />- TOP OF WALL\ //-- DEGREE HOOK <br />17 <br />'•.: <br />PROVIDE 3"x3" HOLE <br />' <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 />:• <br />OF OPENING U.N.O. <br />OF OPENING U.N.O. <br />'.'. <br />' <br />.•44 <br />12" OR LESS <br />••�•:.�•• <br />r <br />1 <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 />a <br />N <br />zCL <br />� Q <br />J <br />INDICATES <br />FILLED CELL <br />FROM FTG. TO <br />BEAM w/ (1) #5 <br />BAR <br />8" x 8" x 16" <br />CMU U.N.O. <br />#•• <br />ii <br />•.1.', <br />TYP. DOWEL <br />25" MIN <br />.: <br />;�•..: <br />LAP <br />(AC1530) <br />t• <br />•••V <br />• •.• <br />.. • <br />• <br />,•.•t <br />SEE FOUNDATION PLAN FOR -"I <br />FOOTING REQUIREMENTS <br />SEE FOUNDATION PLAN <br />FOR LOCATION <br />SHEAR FRAME"" SINGLE OR MULTIPLE WINDOWS <br />SCALE: 1/2" = V-0" <br />REVISION 10-19-16 <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />O <br />5'-8" LL <br />O MIN. <br />17'-4" LL <br />O <br />8'-8" LL <br />O <br />6-0" LL <br />O <br />4'-0" LL <br />LINTEL PLAN <br />SCALE: Y4'=1'-O" <br />cQ <br />d� <br />a 7.0 <br />o <br />J <br />o <br />o <br />C f6 V C'V <br />o <br />Q d C' -�+ <br />x <br />v. <br />3 � L <br />a . <br />o <br />2 u <br />. > .4jX <br />, <br />' <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 <br />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 <br />diiskF <br />a <br />' <br />E <br />ov <br />o 0 0 <br />N r <br />2 0 <br />•/ <br />a <br />u- <br />w <br />r <br />CULLLL <br />LL a_ <br />V <br />• Z <br />w <br />U a d Y <br />W <br />> <br />i W <br />c6NC_O <br />{�7 ✓ �y <br />Z <br />m w <br />L M z ¢ J <br />0 <br />CV J <br />Ov < o <br />Z <br />a W <br />❑ ❑ <br />Z N M <br />o e <br />Z N <br />� o <br />Q ? <br />J <br />U*) <br />v <br />CD`o <br />(6 <br />w <br />OLLJ <br />f,11 <br />oo <br />y <br />q0` <br />t/1 <br />� <br />r- cn <br />U <br />u.7 m <br />F - J E <br />(Q <br />I <br />N <br />a- J p N <br />o <br />7 <br />03 <br />Z <br />w <br />Z <br />< <br />U- <br />0 <br />N <br />= o <br />0� <br />> <br />za <br />zp <br />IT r0 <br />_ <br />o <br />p <br />00 <br />o� <br />Z¢ <br />ITT <br />a O <br />wo <br />Z <br />�w <br />rJJ <br />6 o <br />0< <br />UZ <br />Om <br />m o <br />oo <br />LD J <br />Q W <br />� <br />Vi <br />¢� <br />o <br />�z <br />z <br />a O <br />irk <br />z <br />w <br />W <br />O <br />Q o <br />=r <br />�3 <br />aF <br />w <br />=0 <br />�S <br />v <br />a <br />z¢ <br />03 <br />`s0 <br />= <br />(D <br />'L6 <br />O <br />T <br />co <br />Q <br />0 T <br />C <br />Co <br />T <br />U <br />U)Y <br />N <br />m <br />L ^ <br />~ <br />O <br />o <br />LO <br />'� <br />N <br />04 <br />Lf) <br />LO <br />n N <br />T <br />T <br />Q <br />LO <br />(0 LO <br />T <br />CM '- <br />N L <br />o <br />z <br />m <br />Z <br />E T <br />�' <br />m <br />CU <br />d <br />E <br />0 -J <br />Q <br />c <br />JOB <br />NO: <br />23-06106 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />l 1--11-111- -1. ill- I <br />