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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 L1180. <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 A Applied horizontal load <1 .0 <br />---Mare vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />*" ; " ; FORM ac GROUT SOLID <br />o o 0 0 <br />8F8-1B/1T 8F8-OB/1T 8RF6-0B/iT ;'� ; Q N Q <br />.= LLJ <br />O 0 0 0 0" <br />8RF141B/1T8RF14-OB/1T 8F16-0B/1T 8F16-1B/1T 8F12-1B/1T irg BAR CON! <br />8F20-0B/1 T <br />® "V" LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />0 0 <br />a <br />0 <br />MEN <br />IN IN <br />:in <br />I <br />E <br />I <br />M1 <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />a <br />R = RECESSED <br />QTY. OF #5 <br />• <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />a <br />•• <br />8 16- B/ 1 T <br />Q <br />`. <br />• • <br />6 <br />Z <br />G <br />tNOMINAL <br />to <br />QUANTITY OF <br />a <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL - <br />o <br />HEIGHT <br />#5 REBAR AT ALTERNATE POWERS <br />MIN. (1) REQ'D <br />L:I <br />LEAR STEEL LINTEL <br />• M.U. #5 REBAR AT TOP <br />MIN. (1) REQ'D- <br />-GROUT <br />45 REBAR AT <br />BOTTOM OF <br />n �O <br />y (n F <br />= - cr� w <br />w <br />LINTEL CAVITY <br />o U 0, y <br />BOTTOM <br />o ci <br />REINFORCING <br />J <br />PROVIDED IN <br />o LL O w w <br />85Lu <br />LINTEL <br />(VARIES) <br />Cocr R ui <br />1-1/2" CLEAR <br />M.U. <br />MATERIALS <br />`-16 GAUGE POWERS <br />re precastlfntsis = 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 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 manufacturers 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 cementitluos 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 />CONT. PRECAST "U" LINTEL INSTALL MIN. 25" LAP <br />FILLED SOLID W/ 3000 PSI GROUT L SPLICE BETWEEN WALL <br />(SEE LINTEL PLAN FOR MINIMUM REINF. & LINTEL TOP STEEL <br />UPLIFT GROUT TO BE SIZE & REINFORCEMENT) AT EACH SIDE OF OPENING <br />CONNECTOR FLUSH WITH STANDARD 90 TYP, CONT. BOND BEAM <br />TYPICAL TOP OF WALL DEGREE HOOK 8" x 8" x 16" K.O. LINTEL <br />(SEE PLAN) BLOCK FILL w/ 3000 PSI <br />GROUT w/ (1) #5 DIA. REBAR <br />•+�' <br />HOOK LINTEL <br />' '• . <br />•': • , .. , <br />REINFORCING <br />' <br />"CL <br />INTO SIDE <br />!.L0} <br />. <br />N <br />VERTICALS <br />.^�'.--rc'i:,'�"'�: ''�;'`::,''-'- <br />:. • <br />E <br />a O <br />'` <br />`•.: PROVIDE 3"x3" HOLE ;.' <br />6'-0" LL <br />' <br />IN BOTTOM OF <br />PRECAST LINTEL TO ' <br />` EXTEND WALL REINF' <br />• I <br />•'I ; THROUGH AS REQ'D. <br />PROVIDE STD. <br />• <br />90o HOOK W/ MIN. <br />.y REBAR BOTH SIDES <br />; REBAR BOTH SIDES <br />25" LAP SPLICE <br />' ' ` OF OPENING U.N.O. <br />�' <br />OF OPENING U.N.O. ' <br />ON EA. END <br />• 12" OR LESS <br />44 <br />•; :„ :tea-- <br />INDICATES <br />PROVIDE <br />,:.�-.• •... , <br />.; <br />, �;'• <br />FILLED CELL <br />KNOCK -OUT <br />FROM FTG. TO <br />!BLOCK FOR FIRST I <br />•. <br />.• <br />BEAM w/ (1) #5 <br />COMPLETE CMU <br />'. •:� <br />'. •:� •' <br />BAR <br />COURSE BELOW <br />SILL & FILL SOLID <br />: `•" <br />: `• :.' <br />W/ (1) #5 BAR j <br />8„x8"x16" <br />' <br />CMU U.N.O. <br />TYP. DOWEL <br />��. <br />�. •� % <br />25" MIN LAP <br />(AC1530) <br />SEE FOUNDATION PLAN FOR-/ <br />FOOTING REQUIREMENTS <br />SHEAR FRAME ( <br />SCALE: 1/2" = V-0" <br />REVISION 10.19-16 <br />SEE FOUNDATION PLAN <br />FOR LOCATION <br />SINGLE OR MULTIPLE WINDOWS <br />O <br />4'-0" LL <br />O <br />8'-8" LL <br />OMIN. <br />17'-4" LL <br />O <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 />CV13 <br />c.a <br />to <br />Cn <br />DC <br />c eo ca `r'" <br />ZE <br />LA <br />c �+- ri <br />N N O i- <br />fn <br />Q N � <br />E� <br />CV, U Q <br />oc <br />3 ao <br />>w <br />C <br />o <br />a� <br />a <br />N'y", <br />L. <br />w <br />'`�h�rfj,r;r(Iit(4,�ba4 <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 <br />7th Edition. 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