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L_ <br />r <br />J <br />r <br />L <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-1-Intels 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 LJ360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed U1 80. <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 <br />Safe vertical load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPRNED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />I% I- , FORM & GROUT SOLD <br />8F8-1B/1T 8F8-OB/1T 8RF6-0B/1T LU <br />_J <br />0 L) <br />0 0 <br />10 0 <br />I y 10 0 10 0 �_L#5 BAR CONT. <br />8RF14-lB/IT 8RF14-OB/1T 8F16-0B/1T 8F16-1B/1T 8F1 2-1 B/1T <br />0 0 <br />81=20-013/11T <br />T. A:1N <br />'V'LINTEL DETAIL <br />SCALE N.T.S. <br />-ME <br />= <br />- 0 <br />= <br />mom <br />N <br />M <br />N= <br />81 <br />01�: <br />RRIMM <br />WWA <br />F = FILLED WITH <br />GROUT/ U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />A <br />F_ REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />4 <br />< <br />uJ <br />3: <br />A <br />61-16- B/1T <br />0 <br />4 4 <br />4 <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />0 <br />HEIGHT <br />I- <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D ALTERNATE POWERS <br />1/2" <br />LEAR STEEL LINTEL <br />m.U. #5 REBAR AT TOP <br />MIN. (1) REQ'D- <br />45 REBAR AT <br />uJ <br />BOTTOM OF <br />Lu <br />Lu O� <br />LINTEL CAVITY <br />aw CD <br />B0170M <br />0 0': d 8 U, <br />Z <br />REINFORCING <br />a <br /><: < d . <br />'Lur <br />PROVIDED IN <br />I LL <br />11 - 6 <br />z <br />LINTEL <br />L6 <br />(VARIES) <br />0 (Ur' <br />0 <br />1-1/2" CLEAR <br />M.U. <br />MATERIALS <br />16 GAUGE POWERS <br />1. rc precast 11 tels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wt <br />4. maximum 318" aggregate and 8" to 11 "slurnp. <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />5. Concrete masonry units (CMU) per ASTM C90 wl <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 in'tal ation. <br />a I <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel 1. prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />7132 wire per ASTM A51 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 />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 />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 cementibuos 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 />7, .7- <br />-lit <br />PROVIDE 3"x3" HOLE <br />IN BOTTOM OF <br />PRECAST LINTEL TO <br />EXTEND WALL REINFT <br />THROUGH AS REQ'D. <br />REBAR BOTH SIDES <br />. If k. <br />REBAR BOTH SIDES <br />OF OPENING U.N.O. <br />OF OPENING U.N.O. <br />12" OR LESS <br />T V'� <br />.a <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 />C14 <br />CL, <br />A. <br />A <br />SEE FOUNDATION PLAN FOR-/ <br />FOOTING REQUIREMENTS <br />SEE FOUNDATION PLAN <br />FOR LOCATION <br />INDICATES <br />FILLED CELL <br />FROM FTG. TO <br />BEAM w/ (1) #5 <br />BAR <br />801 x 8" x 16" <br />CMU U.N.O. <br />TYP. DOWEL <br />25" MIN LAP <br />(AC1530) <br />.SHEAR FRAME @ SINGLE OR MULTIPLE WINDOWS - <br />SCALE: 1/2"= T-0" <br />REVISION 10-19-16 <br />(D <br />4'-6" LL <br />4'-6" LL <br />6-8" LL <br />(�) M I N. <br />17'-4" LL <br />8'-8" LL <br />6'-0" LL <br />4'-0" LL <br />LINTEL PLAN - ELEV - A <br />SCALE: X"=11'4' <br />M <br />C= <br />0 <br />Cn <br />:I- UJ <br />cm <br />0_4 <br />cc <br />tn C14 <br />3: Z:e <br />cc <br />cc <br />E <br />ce)l <br />C14 <br />7: <br />N P 7 501 <br />S) T A <br />ATE OF <br />,0 4") <br />tit.. 0 N A <br />IiII11110% <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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