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uLIL-. A4a_ .. , 11�,t: 1. yu�..�lW..ii�liu��lllll,,. I,_ .__ _�e.L=•-, �.:I u: <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 verttcal (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 />a e vertical loa Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />FORM do GROUT SOLID <br />p' o o :. <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T ;'�., ;. ; Q W <br />© © o 01 0, <br />0 o o o o <br />*' 8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 8F16-16/1T 8F12-16/1T 15 BAR CONT. <br />Err © © ® 0 O O <br />'. : X. : <br />8F20-OB/1 T <br />"V" LINTEL DETAIL <br />J'• .. .. I'� T� � P 'Ti1 , -i SCALE = N.T.S. <br />so <br />N <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR c@ BOTTOM <br />OF LINTEL CAVITY <br />8 F 16- <br />B/ 1 T <br />U <br />Q <br />go <br />ui <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />0 <br />d <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />ALTERNATE POWERS <br />STEEL LINTEL <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 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 />4, <br />: <br />R <br />'•. <br />; <br />PROVIDE 3"x3" HOLE <br />' <br />IN BOTTOM OF <br />PRECAST LINTEL TO <br />EXTEND WALL REINF <br />r <br />THROUGH AS REQ'D. <br />REBAR BOTH SIDES <br />REBAR BOTH SIDES <br />•i' <br />M <br />�' <br />; <br />II' <br />OF OPENING U.N.O. <br />OF OPENING U.N.O. <br />12" OR LESS <br />�. . �. <br />..F*.. <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 O <br />BLOCK FILL w/ 3000 PSI <br />GROUT w/ (1) #5 DIA. REBAR 8'-8" LL <br />Na. <br />za O�g <br />6' 0" LL <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 O <br />BLOCK FILL w/ 3000 PSI <br />GROUT w/ (1) #5 DIA. REBAR 8'-8" LL <br />Na. <br />za O�g <br />6' 0" LL <br />7-7-17 gE <br />'�. <br />INDICATES <br />FILLED CELL <br />FROM FTG. TO <br />BEAM w/ (1) #5 <br />BAR <br />• • <br />8" x 8" x 16" <br />CMU U.N.O. <br />' <br />TYP. DOWEL <br />%. <br />25" MIN LAP <br />(AC1530) <br />�. +r• �::�'�;,.:.+•'::�. <br />• �:. ..;.;.�,�,.•�.� <br />! .' .. ,�., <br />:! •ice ''.•'. <br />..•., �•.":' <br />SEE FOUNDATION PLAN FOR-/ <br />FOOTING REQUIREMENTS <br />SHEAR FRAME <br />SEE FOUNDATION PLAN <br />FOR LOCATION <br />SINGLE OR MULTIPLE WINDOWS <br />SCALE: 1/2" = T-O" <br />REVISION 10-19-16 <br />ri--C.M.U. <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D 1-1/2" CLEAR <br />-GROUT <br />J = <br />n J¢ K C.M.U. <br />J <br />O <br />45 REBAR AT <br />w <br />BOTTOM OF <br />r7i Z <br />y <br />LINTEL CAVITY <br />p LOU O <br />4'-0" LL <br />BOTTOM <br />a Ir d $ t- <br />REINFORCING <br />fr6 C7 <br />PROVIDED IN <br />cc <br />Z LL ci W ,r <br />LINTEL <br />OTTOM <br />w 3 <br />(VARIES) <br />AS INDICATED <br />g <br />MATERIALS <br />---16 GAUGE POWERS <br />TTc precast = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 3/8" aggregate and 8" to 11" 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 manufacturers 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 manufacturers specifications. <br />3. If lintell is scratched or damaged refer to Powers Steel for repair. <br />7132 wire per ASTM A510. <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 />applying the cementiduos coating. See contractor specifications <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 />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 />OMIN. <br />17'-4" LL <br />Q <br />4'-6" LL <br />O <br />4'-6" LL <br />E <br />5'-8" LL <br />LINTEL PLAN <br />SCALE: Y4"=1'-O" <br />eh c <br />Oo <br />N m =o <br />O NJ <br />~ <br />r- o <br />Ili -�mx <br />LA_ a <br />a N go <br />of ON.0 <br />vi y o <br />ar r c <br />¢ <br />a?i 44 <br />is ao r`s <br />3 iJ Ct1 <br />� c o <br />7 cr- •� ? <br />N � •S7 <br />C <br />rG <br />d <br />L <br />- ph4 04C-4i <br />- <br />'• <br />L <br />•�rPr/�i��Q�ESS\01 <br />,06 <br />\\�� <br />t tltiff it <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 />Residential 7th Edition. 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