Laserfiche WebLink
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 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 �� . O <br />a e verticalloadSafe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />;� ; : ,i; : r/ : ; ii '. ; '. ; : it'• ' FORM dt GROUT SOLID <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/iT <br />® © 0 0 0:. :. U <br />o" o o o ?: o" <br />'�:'• 8RF14-1B/1T8RF14-OB/1T 8F16-0B/1T 8F16-1B/1T 81=12-11BAT ;PS BAR CONT. <br />•�' 8F20-OB/1T <br />® "V" LINTEL DETAIL <br />.-:1 --_ .�IT'�'..M SCALE=N.T.S. <br />IN N <br />on <br />TYPE DESIGNATION <br />#SR <br />IN. <br />(1) R <br />(1) REQ'D <br />ALTERNATE POWERS <br />F =FILLED WITH <br />GROUT/ UNFILLED <br />EEAR L <br />STEEL LINTEL <br />° <br />R =RECESSSED <br />QTY. OF #5 <br />, . <br />REBAR @ BOTTOM <br />• <br />OF LINTEL CAVITY <br />d <br />,M.U, <br />#5REBAR ATTOP <br />•• • <br />MIN. (1) REQ'D - 1-1/2" CLEAR <br />8F16- B/1T <br />`. <br />z <br />• <br />° • <br />GROUT <br />r. <br />J = <br />QUANTITY OF <br />tNOMINA1.REBAR <br />AT <br />0 L. ¢ C.M.u. <br />= - m w <br />` <br />WIDTH #5 REBAR AT <br />BOTTOM OF <br />a i � <br />Lu <br />TOP <br />LINTEL CAVITY <br />o V o m <br />NOMINAL --BOTTOM <br />o <br />o ¢ d SLu <br />- ' <br />HEIGHT <br />REINFORCING <br />¢ ¢ C7 <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z LL ci <br />3"NOMINAL WIDTH <br />LINTEL <br />4 O $ ` 5 REBAR AT BOTTC <br />a `, AS INDICATED <br />(VARIES) <br />r i a <br />MATERIALS <br />16 GAUGE POWERS <br />cT" precastt lintels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 t'g = 30M psi w/ <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 318" 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 />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />7/32 wire per ASTM A510. <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 />applying the cementiduos coating. See contractor specifications <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 />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 INSTALL MIN. 25" LAP <br />FILLED SOLID W/ 3000 PSI GROUT SPLICE BETWEEN WALL <br />(SEE LINTEL PLAN FOR MINIMUM REINF. & LINTEL TOP STEEL <br />GROUT TO BE SIZE & REINFORCEMENT) AT EACH SIDE OF OPENING <br />FLUSH WITH STANDARD 90 TYP. CONT. BOND BEAM <br />TOP OF1 WALL �1 �1 DEGREE HOOK 8" x 8" x 16" K.O. LINTEL <br />BLOCK FILL w/ 3000 PSI <br />GROUT w/ (1) #5 DIA. REBAR <br />•.. <br />•' r �. • .'. <br />a <br />• ' :• ••N i . .•N�. <br />'Ar :• :.:. <br />�.. <br />.. . • •. .• <br />PROVIDE 3"x3" HOLE <br />' <br />Y ' <br />IN BOTTOM OF <br />PRECAST LINTEL TO <br />EXTEND WALL REINF. <br />THROUGH AS REQ'D. <br />REBAR BOTH SIDES <br />; REBAR BOTH SIDES <br />r' <br />OF OPENING U.N.O. <br />;' <br />OF OPENING U.N.O. <br />12" OR LESS <br />'' <br />a <br />•'' ',�,•. •., • ,:..� ' .• �:y'.::'•.; .'.:. •, :�� «. <br />INDICATES <br />Jilt <br />FILLED CELL <br />FROM FTG. TO <br />•: <br />BEAM w/ (1) #5 <br />v .;, <br />';,• <br />" ` <br />'•. lk <br />BAR <br />:' <br />... <br />• <br />8"x8"x16" <br />CMU U.N.O. <br />TYP. DOWEL <br />• J1 •' <br />25" MIN LAP <br />:�• <br />:{• • <br />(AC 1530) <br />SEE FOUNDATION PLAN FOR-/ <br />FOOTING REQUIREMENTS <br />SHEAR FRAME <br />SCALE: 1/2" = 1'-0" <br />REVISION 10-19-16 <br />SEE FOUNDATION PLAN <br />FOR LOCATION <br />) SINGLE OR MULTIPLE WINDOWS <br />r <br />(2) <br />4'-6" LL <br />(2) <br />4'-6" LL <br />O <br />5'-8" LL <br />O <br />8'-8" LL <br />O MIN. <br />17'-4" LL <br />O <br />6'-0" LL <br />(2) <br />4'-0" LL <br />LINTEL PLAN - ELEV-B <br />SCALE: Y4'=1'-O" <br />"p <br />0O~M <br />-:, <br />CMX <br />spa <br />to O M <br />V <br />04 C <br />(D N <br />N N-�.+ C <br />Cn A Q <br />< CU <br />0 <br />U <br />E C <br />cn O o <br />Y =3 C U ..' <br />5 LL 0 W <br />`�11��1!l1111PPPilt �, <br />4� \ 2 <br />' <br />O <br />••....••• <br />`r?011(fjjI,ik►INON <br />To the hest 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 <br />7th Edition. Engineer's signature and seal is orgy for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W) <br />r <br />F- � E � <br />x <br />N 04 8 pip <br />C W <br />Q 1 <br />U-LL a <br />�gCS og <br />Lp� ot-0w <br />- N cD R' O <br />m <br />W <br />� pj ci a s <br />L = N Cn Z rn p <br />Q J <br />ci V rn <br />Z ° U <br />W ❑C7 <br />Z <br />gN <br />Z 65 <br />Z <br />La <br />o <br />v <br />�in <br />Z <br />C9 <br />LL� <br />�_ <br />Cn <br />8 <br />�O <br />c <br />�N <br />co <br />_w <br />C CS <br />_ I� <br />< <br />w <br />C% <br />0 <br />Z <br />LL <br />zo <br />�o0� <br />>� <br />a <br />ao <br />E U <br />f <br />o�'0 <br />0 <br />�� <br />wa <br />�o <br />ZCL <br />$ <br />a� <br />< Z <br />�Z <br />W = <br />N <br />i <br />wo <br />ao <br />rc� <br />o� <br />C/3 <br />N <br />Z <br />O <br />Q W <br />CL <br />H <br />aZ <br />JC=) <br />< <br />H W <br />d f <br />v 3 <br />`O <br />2 <br />LO <br />m <br />IL. <br />c <br />O <br />Q <br />CT <br />T <br />U) m <br />O <br />t` <br />N <br />0) <br />LO <br />N <br />Lr) <br />T <br />N <br />Q N <br />r <br />ui <br />m <br />N <br />w N <br />c <br />Z <br />Z <br />c <br />EO m <br />E <br />c <br />a <br />U Q p <br />_J <br />JOB <br />NO: 22-02356 <br />SCALE : AS NOTED <br />SHEET NO. <br />7 <br />X <br />M# <br />MJ <br />i <br />