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1-I1Dili 11 I. �I rs'j•P.W. <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 vertical (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 verticalload Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />-';&, : ji : 3'.'. : . ; : GL ' tj2 <br />RM Qr GRotli sotto <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T O o OO Oo O BAR CONT. <br />8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T 8F12-1B/1T <br />••` • 9 8F20-0B/1 T <br />"V" LINTEL DETAIL <br />_ - 121 -+ 121 My r'T1 SCALE = N.T.S. <br />0 <br />F. <br />Is <br />SEMI <br />Is <br />Is <br />OM <br />ims <br />Is <br />no <br />Is <br />no <br />0 Is <br />10 <br />0 <br />0. 6�.M <br />Kamm <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @BOTTOM <br />OF LINTEL CAVITY <br />8F16- <br />B/1T <br />U <br />a <br />tNOMINAU <br />QUANTITYOF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#S (1)REBAR AT TOP ALTERNATE POWERS <br />MIN..(1) REQ'D <br />• «R STEEL LINTEL <br />G <br />M.U. <br />#5 REBAR AT TOP <br />w <br />• ° <br />MIN. (1) REUD <br />x <br />• <br />• <br />z <br />° • <br />C <br />GROUT <br />t0 <br />° <br />J = <br />• <br />5 REBAR AT <br />= ai -' <br />• <br />BOTTOM OF <br />, rn <br />o <br />LINTEL CAVITY <br />V 0 m <br />XO <br />OTTOM <br />0 ¢ U z <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ C7 to <br />Z _ cr <br />P m <br />F LL <br />- <br />7-5/8"ACTUAL <br />8" NOMINAL WIDTH <br />(VARIES) <br />m uZ M <br />1-1/2" CLEAR <br />MATERIALS <br />`-16 GAUGE POWERS <br />1. c precast rntels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM 0476 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. low relaxation. <br />Refer to manufacturers specifications. <br />713 <br />71or wire per ASTM 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 />70 type <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 />900 HOOK W/ MIN. <br />25" LAP SPLICE <br />ON EA. END---,- <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 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 STANDARD 90 TYP. CONT. BOND BEAM <br />TOP OF1 WALL DEGREE HOOK 8" x 8" x 16" K.O. LINTEL <br />11 BLOCK FILL w/ 3000 PSI <br />h� GROUT w/ (1) #5 DIA. REBAR <br />...•� , � � •:�;�:: •• <br />'•. <br />�' •'.•may •. V ' .•':: <br />.. � ! <br />CL <br />a <br />' •:: <br />PROVIDE 3"x3" HOLE <br />' <br />~' <br />IN BOTTOM OF <br />' <br />' ' <br />PRECAST LINTEL TO <br />EXTEND WALL REINF. <br />. -•. <br />%- ' ' <br />%= ' <br />THROUGH AS REQ'D. <br />.�' REBAR BOTH SIDES <br />�' <br />REBAR BOTH SIDES <br />OF OPENING U.N.O. <br />OF OPENING U.N.O. <br />•.: '� <br />12" OR LESS <br />✓� <br />T-.• :.: �.: ' <br />' ' <br />7. <br />' ' • :- ; : <br />INDICATES <br />.• , .. .': ..:' <br />.. • . <br />:...:... <br />' .' :. .. .: <br />•i :• <br />FILLED CELL <br />r <br />1 <br />FROM FTG. TO <br />•�: <br />BEAM w/ (1) #5 <br />.•. <br />BAR <br />8"x8"x16" <br />CMU U.N.O. <br />TYP. DOWEL <br />25" MIN LAP <br />(AC1530) <br />SEE FOUNDATION PLAN FOR- SEE FOUNDATION PLAN <br />FOOTING REQUIREMENTS FOR LOCATION <br />SHEAR FRAME a0 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 />E <br />5'-8" LL <br />O MIN. <br />17'-4" LL <br />O <br />8'-8" LL <br />E <br />6'-0" LL <br />J <br />4'-0" LL <br />LINTEL PLAN <br />SCALE: Ya"=1'-O" <br />0 <br />CV <br />rC� <br />Cn <br />%:;A.1J <br />Q cto <br />ci CL o <br />W V N <br />m -0 <br />`t- <br />1O c <br />'O N t <br />to <br />= a+ sc <br />o" <br />a� o0 <br />i <br />CA a a <br />E <br />f0 0 <br />a <br />0 <br />M <br />0 <br />N <br />cn <br />N <br />P�. .' i-1 •� <br />; yea <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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