Laserfiche WebLink
3 <br />a <br />N <br />r� <br />L0 <br />10 <br />0 <br />0 <br />0 <br />0 <br />J <br />CV <br />fit• <br />CD <br />0 <br />I <br />Q <br />M <br />Ln <br />0 <br />V) <br />0 <br />n <br />0 <br />0 <br />0 <br />J <br />cV <br />0 <br />ccIVV <br />cV <br />lf7 <br />Ln <br />v <br />C <br />Cr <br />O <br />C <br />N <br />v <br />E <br />0 <br />V, <br />E <br />O <br />x <br />v <br />c <br />c <br />J <br />a� <br />tZ <br />V <br />0 <br />0 <br />UI <br />.o <br />a <br />11 <br />E <br />O <br />O <br />U <br />ti <br />N <br />0 <br />0 <br />00 <br />43 <br />v <br />0 <br />0 <br />a <br />N <br />N <br />0 <br />45 <br />0 <br />¢ <br />m <br />v <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 L/360 vertical deflection, except lintels 1T-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 <br />Safe vertical load Safe horizontal load <1 .0 <br />- <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />'•f , ; FORM &GROUT SOLID <br />i , <br />8F8-1B/1T 8F8-0B/1T 8RF6-OB/1T ;'�. ', o LU <br />AO © © O 10O O ••r, .�. U <br />8RF14-1B/1T8RF14-0B/1T 8F16-0B/11T 8F16-1B/1°T O 5 BAR CONT. <br />© O O O 8F12-1B/1T <br />•� ° ° O 8F20-OB/1 T <br />® "V" LINTEL DETAIL <br />FEI _A-; P I .i:';j� SCALE=N.T.S. <br />IM <br />i <br />0 <br />in! <br />!I <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />a d <br />R = RECESSED <br />QTY. OF #5 <br />0 <br />d a <br />REBAR @ BOTTOM <br />d <br />OF LINTEL CAVITY <br />a <br />Q <br />w <br />Al a <br />H <br />J <br />C <br />8F16- B/1 T <br />Q <br />z <br />d d <br />d <br />00 <br />u� <br />2 <br />O <br />tNOMIALQUANTITY OF <br />d <br />TH#5 REBAR AT <br />. 0 <br />TOP <br />NOMINAL - <br />HEIGHT <br />#5 REBAR <br />MIN. <br />(1) REQCI''DD <br />1/2" <br />CLEAR <br />-411 M.U. <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />GROUT <br />MIN. (1) REQ'D <br />r J � <br />_ <br />1-1/2" CLEAR <br />n rn m <br />i'i <br />C.M.U. <br />5 REBAR AT <br />= rn m <br />BOTTOM OF <br />'L'0Z <br />O <br />- <br />LINTEL CAVITY <br />w U n <br />-BOTTOM <br />C U C O zwzL <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ ¢ CiCo <br />z LL o w r <br />5 REBAR AT BOTTC <br />L <br />NTH <br />(VARIES) <br />m 22 LO m a <br />AS INDICATED <br />MATERIALS <br />cT prfr ecast Tntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 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 />UPLIFT <br />CONNECTOR <br />TYPICAL <br />(SEE PLAN) - <br />HOOK LINTEL <br />REINFORCING <br />INTO SIDE <br />VERTICALS <br />PROVIDE STD. <br />90' 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 />--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 />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 />j. i . ,. • , <br />is <br />REBAR BOTH SIDES <br />y OF OPENING U.N.O. <br />12" OR LESS <br />PROVIDE 3"x3" HOLE <br />IN BOTTOM OF <br />PRECAST LINTEL TO <br />EXTEND WALL REINF. <br />THROUGH AS REQ'D. <br />REBAR BOTH SIDES <br />OF OPENING U.N.O. P::I> <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 />INDICATES <br />FILLED CELL <br />FROM FTG. TO <br />BEAM w/ (1) #5 <br />BAR <br />8" x 8" x 16" <br />CMU U.N.O. <br />TYP. DOWEL <br />25" MIN LAP <br />(AC1530) <br />••!i4,'.�f.: ..�T. tom' y"4• r-. �'.V .wI•:. i. <br />SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN <br />FOOTING REQUIREMENTS FOR LOCATION <br />4S24 SHEAR FRAME @ SINGLE OR MULTIPLE WINDOWS <br />SCALE: 3/8"= 1'-0" <br />REVISION 10-19-16 <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 a" ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />L <br />4'-6" LL <br />O <br />4'-2" LL <br />O <br />4'-2" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />cw <br />� c <br />0 <br />h4 -o <br />a� -o <br />E® c WJ <br />d ci c o <br />m � <br />a ac <br />I.A. � <br />Cc ® L <br />•'n CN <br />a� N - m <br />u . . <br />- 3 <br />.°1 W a <br />r= E <br />. >• wtv <br />v .\ c.Ns�V• C <br />d <br />CZ1 <br />LAI <br />�a e . <br />a'�' <br />C9 <br />i 'e • F, L <br />O,-E S S1 <br />��IIIltttiPtl'��0® <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 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 />N <br />W �E <br />0 om <br />g � <br />ci N O� U <br />0 0 o? N <br />5 LL7 <br />I-- <br />fI/ rn r- I-- J <br />w <br />H a) <br />Q C J w <br />W <br />co w u a <br />(� w <br />O <br />O <br />N <br />W�2pjO' m w <br />Z LL � M 0 ¢ J <br />Z N OU <br />0 co <br />W ❑ El <br />0 0 <br />o <br />z � <br />Q <br />_ <br />13 <br />V) Z <br />(1) mo <br />- <br />a--� <br />w <br />Cn <br />U <br />C) <br />0 C o <br />Una <br />U <br />LL, <br />J <br />r •- <br />- E <br />- � <br />z!P <br />s 8 <br />L +j <br />Q <br />N <br />f` <br />O <br />co <br />J <br />w <br />co <br />coo <br />J <br />z ¢ <br />-Z <br />Z <br />4 <br />"- <br />o <br />E <br />z� <br />� <br />Wo <br />z o <br />Q <br />z® <br />F- � <br />CIL <br />O E <br />o <br />x0 <br />o< <br />az <br />az <br />� <br />¢ <br />L <br />m <br />C <br />_ C <br />o <br />� <br />m O <br />Z <br />Z <br />Z <br />�2 <br />> <br />�0z <br />Q <br />2< <br />w 1 <br />go <br />a <br />w <br />W <br />a� <br />z <br />O <br />J <br />ti <br />O <br />O <br />MJ <br />CDI <br />CID <br />W <br />a r <br />oa <br />o3 <br />r <br />= <br />^ <br />L ! <br />m <br />Q <br />Ca <br />O <br />C <br />� <br />Y <br />^ <br />4- / <br />W <br />m <br />C <br />LO <br />N <br />c�I <br />o <br />� <br />N <br />O <br />U') <br />CM <br />M <br />Q to <br />E <br />° <br />Z <br />CU <br />Z <br />E O <br />ca <br />m <br />11 <br />E 'a <br />U Q p <br />JOB <br />NO: 22-09412 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />