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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 L/360 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 <1 .O <br />Safe vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />o •i,o o 'o <br />8F8-1B/1T 8F8-0B/1T <br />FY <br />` <br />� R•� <br />1 <br />•�• <br />� �•� ; <br />FORM &GROUT SOLID <br />8RF6-0B/1T <br />-Lu <br />Lu <br />L <br />o 0 <br />0 0 <br />2 O <br />O O <br />O <br />#5 BAR CONT. <br />8RF14-16/1T8RF14-0B/1T <br />81`16-013/11T <br />81"16-113AT <br />8F12-1B/1T <br />© oo 8F20-0B/1 T <br />© "V" LINTEL DETAIL <br />SCALE = N.T.S. <br />IIN <br />.0mm <br />MEN <br />M <br />INE <br />al <br />0 <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8 F 16- <br />B/ 1 T <br />U <br />a <br />ib <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />#5REBAR <br />MIN. <br />ATTOP <br />(1) REQ'D <br />1/211 <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />d <br />d O <br />#5 REBAR AT TOP <br />=d <br />O <br />a <br />G <br />M.U. <br />w <br />d• d <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />x <br />� <br />Z <br />a <br />d <br />z <br />d <br />a <br />GROUT <br />• <br />d <br />m H <br />C.M.U. <br />5 REBAR AT <br />• <br />O <br />BOTTOM OF <br />? w <br />LINTEL CAVITY <br />V 0 <br />-BOTTOM <br />REINFORCING <br />PROVIDED IN <br />O � (U O Z <br />Q ¢ C7 00 Z <br />z �` o w c <br />.. <br />- <br />7-5/8"ACTUAL <br />LINTEL <br />Q =' b � N <br />#5 REBAR AT BOTTC <br />8" NOMINAL WIDTH <br />(VARIES) <br />(D Lo M a ✓ <br />AS INDICATED <br />M1. ATERIALS Sintels <br />\-ST 16 GAUGE POWERS <br />= 3500 psi. <br />EEL BOXDLITL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM Cgat a = 3" to psi slump. <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. 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 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 />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 />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 />JL <br />4.. <br />AM <br />•: ; <br />PROVIDE 3"x3" HOLE <br />" <br />IN BOTTOM OF <br />PRECAST LINTEL TO <br />I; '' <br />EXTEND WALL REINF' <br />THROUGH AS REQ'D. <br />• <br />I <br />REBAR BOTH SIDES <br />;' ; <br />REBAR BOTH SIDES <br />OF OPENING U.N.O. <br />12" OR LESS <br />OF OPENING U.N.O.4. <br />•:. �/ <br />.• <br />' <br />s <br />, <br />• INDICATES <br />r� . <br />'TT <br />: <br />1 1 FILLED CELL <br />' FROM FTG. TO <br />,. BEAM w/ (1) #5 <br />,. :• r :• ..: BAR <br />:. <br />:. <br />- <br />W. <br />{ <br />• <br />�' <br />.,. <br />•• 811x8"x16" <br />CMU U.N.O. <br />{{ TYP. DOWEL <br />•.1.'" 25" MIN LAP <br />;f •, .: ;#. .: <br />tit (AC1530) <br />4. <br />SEE FOUNDATION PLAN FOR - <br />FOOTING REQUIREMENTS <br />SEE FOUNDATION PLAN <br />FOR LOCATION <br />SHEAR FRAME a0 SINGLE OR MULTIPLE WINDOWS <br />SCALE: 1/2" = T-0" <br />REVISION 10-19-16 <br />O <br />6'-0" LL <br />J <br />4'-0" 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 />C" <br />y u <br />J <br />=Ccmx <br />rn cc c <br />Q m c <br />N Y <br />ca d d <br />m_ r G <br />C' e <br />M•3 m <br />�. <br />cc ai <br />CO T <br />Co CD <br />0 <br />•a\ <br />�, ,�° <br />ACV <br />Pt <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 <br />Florida Building Code - <br />Residential <br />7th Edition. 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