Laserfiche WebLink
3 <br />00 <br />m <br />u0 <br />0 <br />M <br />L0 <br />0 <br />N <br />(D <br />O <br />I <br />m <br />C0 <br />00 <br />u7 <br />u7 <br />d✓ <br />I <br />L0 <br />CT <br />C <br />O <br />Q <br />i <br />E <br />N <br />E <br />O <br />J <br />N <br />a� <br />i <br />U <br />U <br />i <br />y <br />U <br />N <br />O <br />a <br />0 <br />ov <br />oU <br />J <br />LZ <br />LO <br />L <br />S <br />0 <br />a <br />c� <br />0 <br />M <br />0 <br />a <br />m <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 5-112" 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 shoud 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 />FORM & GROUT SOLID <br />X.7 <br />_ <br />CV Q <br />Q e- J <br />T V <br />O J5 BAR CONT. <br />8F12-1 B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE =N.T.S. <br />OEM <br />a <br />1 <br />0 N <br />M- <br />ro <br />E <br />N <br />on <br />i ii <br />:�: <br />F <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />61-16- <br />B/ 1 T <br />U <br />¢ <br />ui <br />tNOMINAL, <br />QUANTITYOF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#S . <br />IN. <br />(1)BAR AT TOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />- <br />° ° <br />° Q ° <br />#5 REBAR AT TOP <br />= <br />a <br />° <br />.M.U. <br />w <br />° <br />MIN. (1) REC'D <br />1-1/2" CLEAR <br />° <br />a <br />° ° <br />r2 <br />z <br />° <br />° < <br />GROUT <br />tD <br />_ <br />0 <br />° <br />u, ¢ <br />U) <br />C.M.U. <br />5 REBAR AT <br />= <br />BOTTOM OF <br />a F <br />Lu <br />o <br />LINTEL CAVITY <br />coo O w <br />"*-BOTTOM <br />o¢UOZ <br />REINFORCING <br />PROVIDED IN <br />C ¢ O ^ <br />cc <br />Z "- O w n <br />_I <br />7-5/8"ACTUAL <br />LINTEL <br />¢ _' Cd '} cNo <br />m <br />#5 REBAR AT BOTTC <br />8" NOMINAL WIDTH <br />(VARIES) <br />w O <br />In � ¢ a <br />AS INDICATED <br />MATERIALS <br />ciT precast intels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" 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 SPF STUDS @ 16" 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) USP MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Yz" 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 manufacturers 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 />RUCTURAL SHEATHING <br />TACHED PER NAILING <br />:HEDULE <br />EE PLAN <br />(WALL <br />KNOCKOUT COURSE <br />(1) #5 CONT. <br />E PLAN FOR FILLED CELL <br />ACING <br />1 WALL SPLICE DETAIL <br />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 & 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 />OE <br />4'-6" LL <br />MIN. <br />17'-4" LL <br />B <br />T-8" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: %4"=1'-0" <br />c©s <br />O W <br />� o <br />k-' <br />cc V-1 <br />25 <br />cc e <br />= ru o <br />car s <br />'0m <br />N o m <br />G N <br />� <br />w, <br />Ca ' c <br />Y Q <br />O <br />u <br />� c ra <br />c E <br />�o <br />G 4 <br />i� <br />O <br />} <br />s�`t•-J <br />w\� <br />•a � • <br />�f <br />1t. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specif cations contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />to <br />Q f <br />£ <br />�i <br />C <br />rn � <br />C N <br />N N <br />fIi <br />sk <br />1,1 <br />Q <br />v <br />C J - w <br />JLLu_ a 0 <br />O <br />O <br />W�rnrn <br />LL Z <br />co Ci <br />in M Z ¢ J <br />a <br />N OU °d U <br />_. -. W <br />Q cn <br />❑ ❑ <br />V M � <br />z N M <br />z � <br />z <br />Q <br />d � <br />r <br />N <br />z <br />CD o <br />U <br />O <br />w $ <br />v,N'^ <br />' <br />� <br />U a <br />W J <br />-_ <br />Q N � <br />• <br />O <br />M <br />W <br />z 0 <br />o <br />Z <br />Q <br />-J <br />LAL <br />Ei E <br />Z. <br />o° <br />M <br />_® <br />0 <br />N <br />M � <br />5R � <br />oa <br />U O <br />o u <br />ZI- <br />O <br />Nru <br />di <br />�` <br /><Z <br />o� <br />az <br />¢w <br />i� <br />mE <br />• ra <br />c <br />Z U <br />N O <br />o <br />zZ <br />Z <br />J <br />< a <br />Q W <br />�Z <br />to <br />N <br />oa <br />zp <br />aZ <br />U <br /><o <br />a= <br />00 <br />< a <br />O <br />CD <br />"Cr0 <br />a <br />03 <br />c CD0 <br />W <br />L / <br />LO <br />Of <br />cc <br />Q <br />O <br />co <br />J T <br />T <br />� <br />m <br />CO <br />L0 <br />4-1 <br />M <br />N <br />O <br />LI <br />00 <br />N <br />Lid <br />O <br />MLO <br />Q <br />r <br />E <br />Q <br />z <br />z <br />E Nt <br />N <br />`m <br />c <br />d <br />E <br />U � <br />Q p <br />-J <br />)OB <br />NO: <br />22-06462 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8.0 <br />