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I 1L9L1_ 111111 il 1111 wI :'1_111 <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 should be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load �� • 0 <br />Safe vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />MWO MEN am-mm <br />SE1 = 0 = <br />FORM do GROUT SOLID <br />IT • .. _ D: <br />o '- U <br />0 /5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />W" LINTEL DETAIL <br />SCALE = N.T S. <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />CITY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />D <br />8 F 16- <br />B/ 1 T <br />U <br />a <br />us <br />tNOMINAL. <br />tQUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />#5R <br />M IN. <br />R (1) REO-D <br />(1) <br />ALTERNATE POWERS <br />STEEL LINTEL <br />- <br />•CLEAR <br />a a <br />G • <br />.M.U. <br />#5 REBAR AT TOP <br />° <br />w <br />e ° <br />MIN. (1) REO'D <br />1-1/2" CLEAR <br />S <br />C <br />• d A <br />d <br />GROUT <br />I> n <br />fo <br />° <br />n J C7 G <br />A <br />N��� ° <br />C.M.U. <br />• <br />5 REBAR AT <br />= - 0 ,w <br />r-0. %Z W = <br />BOTTOM OF <br />- <br />o <br />LINTEL CAVITY <br />w O X _J <br />w <br />OTTOM <br />o tr U O z la C-� <br />REINFORCING <br />¢ Q O ¢ -J^ <br />- <br />7-5/8"ACTUAL <br />PROVIDED IN <br />0 <br />�d O <br />5 REBAR AT BOTTC <br />8" NOMINAL WIDTH <br />LINTEL <br />•' <br />ai N X <br />AS INDICATED <br />(VARIES) <br />� <br />MATERIALS <br />cT� precast riintels = 3500 psi. <br />2. f c prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <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 />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAPS EACH <br />STUD ((1) STRAPS EACH SIDE) <br />CENTERED W/ (13) 10d NAILS & (8) Y4' <br />TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) SIMPSON MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y2" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <br />1. Refer to manufacturer's specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturer's specifications. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel plan/details for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitiuos coating. See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />oL SEE PLAN <br />"'FT/WALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />--SEE PLAN FOR FILLED CELL <br />SPACING <br />1- <br />1 WALL SPLICE DETAIL <br />8 SCALE: 1" = 1'-0" <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 8t 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 />5'-10" LL <br />6'-6" LL <br />I <br />�j <br />4'-6" LL <br />�E <br />-- ... 9 -3 - - - 13'-8„ <br />I <br />8 <br />I ICI II I I I I <br />I I I I I <br />}f <br />5'4" LL <br />MIN. <br />G J <br />�r <br />r.. <br />ti <br />ti <br />L <br />ti <br />ti <br />5'-10" LL <br />E <br />5'-8" LL <br />A�,� <br />5'-8" LL <br />�A� <br />17'-4" LL <br />,` � �MIN. <br />5'-8" LL <br />IAI <br />LINTEL PLAN <br />SCALE: Y4"=1'-0" <br />iicfl?tj,, <br />To the best of the Engineer's 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 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />F <br />o0 <br />E r <br />„ 4 <br />o M 8 # <br />O CV J <br />G <br />w co § rp J LL <br /># V LLl <br />rnC�� J W a <br />No <br />ro 7 Y <br />_J a 0 <br />z <br />O <br />LgF oI <br />W <br />$ � N co LL <br />7• <br />LLa <br />N <br />u' <br />ODU�u <br />` y`'4 W <br />❑0❑ <br />7 ppNp <br />z � <br />V) <br />Z o <br />� <br />v <br />� <br />" <br />+-� <br />C/) <br />0 <br />w S <br />• <br />U <br />C <br />N <br />o <br />w <br />co <br />M <br />o <br />Z <br />2 <br />J <br />cri <br />a E <br />E O <br />w8 <br />2 <br />7dz <br />z® <br />0. <br />CL <br />Fj <br />�` <br />o Z <br />Z <br />N ro <br />¢o <br />WZ <br />m <br />C <br />� <br />u20 <br />0 <br />}Z <br />¢ W <br />�Z <br />d 3 <br />p <br />Z <br />eL U <br />W <br />W <br />�5 <br />v <br />U ¢ <br />z¢ <br />O c <br />US <br />�( <br />J <br />rn <br />m <br />m <br />L <br />c <br />M <br />N <br />Q <br />•� <br />� <br />O <br />U <br />m <br />U <br />CO <br />N <br />T co <br />(�D N <br />r <br />hi <br />4' <br />c� N <br />E <br />E <br />N <br />Z <br />Z <br />E 0 <br />c <br />0- <br />U � <br />cc <br />Q 0 <br />� <br />JOB <br />NO: <br />21-1068 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8.0 <br />