Laserfiche WebLink
i <br />f <br />I <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 repar 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 />•� : ,�;' :' R FORM &GROUP SOLID <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1TR <br />4 <br />8RF14-1B/1T 8RF14-0B/1T 8F16-013/10T 8F16-1B/10T <br />V <br />0 #5 BAR CONT. <br />0 8F20-OB/10T O <br />® "V" LINTEL DETAIL <br />. _R I� F�'• .r'. �� SCALE =N.T.S. <br />- <br />UW_ <br />No <br />01 <br />so <br />I Y t'C UCJIUN/H I IUIV <br />#5 REBAR <br />IN. <br />AT TOP <br />(1) RECI'D <br />ALTERNATE POWERS <br />F = FILLED WITH <br />GROUT UNFILLED <br />CLEAR <br />"2" <br />STEEL LINTEL <br />a • <br />R =RECESSED <br />QTY. OF #5 <br />• e <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />d `so-C. <br />M.U. <br />#5 REBAR AT TOP <br />u� <br />•° • <br />MIN. (1) REO'D 1-1/2" CLEAR <br />8 F 16- B/ 1 T <br />a <br />eo <br />i <br />` <br />° <br />ppi <br />a • <br />GROUT <br />J <br />QUANTITY OF <br />NOMINAL,5 <br />REBAR AT <br />T ? C.M.U. <br />= �w <br />WIDTH #5 REBAR AT <br />• <br />BOTTOM OF <br />a <br />TOP <br />LINTEL CAVITY <br />Lou O OF (0 <br />W <br />NOMINAL-° <br />-BOTTOM <br />o Ix ci g <br />HEIGHT <br />REINFORCING <br />4 a C7 s <br />7-5/8"ACTUAL <br />PROVIDED IN <br />G LL 6 W ) <br />8" NOMINAL WIDTH <br />LINTEL <br />< •' a 3 i� 5 REBAR AT BOTTC <br />aS o, 2 AS INDICATED <br />(VARIES) <br />MATERIALS <br />`-16 GAUGE POWERS <br />c-Ti'-precast l(ntels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 3/8" 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 Afi Grade <br />1. Refer to manufacturers specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. low relaxation. <br />Refer to manufacturer's specifications. <br />/32 wire per ASTM A510. <br />7/3 <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 />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementltiuos 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 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 />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 />UPLIFT GROUT TO BE SIZE & REINFORCEMENT) AT EACH SIDE OF OPENING <br />CONNECTOR FLUSH WITH STANDARD 90 TYP, CONT. BOND BEAM <br />TYPICAL TOP OF WALL DEGREE HOOK 8" x 8" x 16" K.O. LINTEL <br />(SEE PLAN) BLOCK FILL w/ 3000 PSI <br />� / f GROUT w/ (1) #5 DIA. REBAR <br />HOOK LINTEL <br />REINFORCING <br />i• <br />r., <br />i : <br />••;. �' <br />°• <br />a: <br />.� <br />.. <br />•.:�;':� <br />.; .. <br />:. <br />., <br />�, <br />a ,.!: <br />, <br />i.'/*• <br />•, <br />'..; <br />•: �.• <br />�•: <br />". <br />•. <br />N <br />INTO SIDE <br />:: <br />•� ...,;` <br />VERTICALS <br />r <br />•..,� •'�t • r..C•..'. <br />, . '-'r�'L� 'fir,,;•. •� <br />�� � : ~.��-:• <br />'•: ; <br />PROVIDE 3"x3" HOLE <br />' <br />' <br />IN BOTTOM OF <br />' <br />PRECAST LINTEL TO <br />'� . ' ; <br />EXTEND WALL REINF' <br />I�: <br />I'•' <br />THROUGH AS REQ'D. <br />PROVIDE STD. <br />"1..' <br />900 HOOK W/ MIN. <br />.;' ; REBAR BOTH SIDES <br />�' ; <br />REBAR BOTH SIDES <br />; <br />25" LAP SPLICE <br />OF OPENING U.N.O. <br />OF OPENING U.N.O. <br />•:. ?' <br />ON EA. END <br />' 12" OR LESS <br />;.. •. <br />y <br />-�-T .--r <br />INDICATES <br />PROVIDE <br />j <br />1 <br />FILLED CELL <br />KNOCK -OUT <br />: <br />FROM FTG. TO <br />(BLOCK FOR FIRST <br />.: <br />BEAM w/ (1) #5 <br />COMPLETE CMU <br />BAR <br />COURSE BELOW!; <br />; . <br />:. <br />F ' <br />SILL & FILL SOLID <br />W/ (1) #5 BAR <br />• <br />8U <br />8" x.:�•. <br />CM O <br />TYP. DOWEL <br />•.�. <br />25 MIN LAP <br />• <br />.:i•. <br />(AC1530) <br />SEE FOUNDATION PLAN FOR- SEE FOUNDATION PLAN <br />FOOTING REQUIREMENTS FOR LOCATION <br />SHEAR FRAME"" SINGLE OR MULTIPLE WINDOWS <br />SCALE: 1/2" = V-0" <br />REVISION 10-19-16 <br />O <br />6'-0" LL <br />O <br />4'-0" LL <br />O <br />8'-8" LL <br />OMIN. <br />17'-4" LL <br />(2) <br />4'-6" LL <br />(D <br />4'-6" LL <br />O <br />5'-8" LL <br />LINTEL PLAN-B <br />SCALE: Y4'=1'-0" <br />N <br />N_ <br />00 a_ <br />c'w > W <br />C-) <br />O <br />N C� 'T <br />c <br />it as <br />M .a u w <br />N �A <br />= E <br />o <br />0 <br />!\1111111111f1/f!0 I <br />WN <br />N, E •% 4L <br />t <br />' FL <br />"eOFESS�Ovm <br />To the best of the Engineers knowledge, information and belief. <br />the structural plans and sWifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />rn <br />W <br />E <br />Q $ <br />(14 <br />0) o .9 <br />t» r'n <br /><N"7 'C <br />s �-,_ I LL W <br />LL <br />LL a <br />_� d 52 <br />lC <br />0 W <br />'M C4 0 <br />yj tR g a' °r m <br />IL=04NZdJ <br />t ry o v <br />W ❑❑ <br />U R v <br />Z N C" ( � <br />o �'Sy4Z � <br />Z o <br />s <br />J - <br />a <br />E3 <br />C-4 <br />Z M <br />CD € <br />�4--J <br />cn <br />(Q w m <br />U � W <br />G) <br />0 <br />c <br />lIi <br />NCO <br />_U <br />,E I <br />c <br />Q Y <br />� <br />N <br />W <br />o <br />�o <br />r <br />O <br />a� <br />_ <br />E: V <br />FCC na <br />�� <br />o <br />°wa <br />w <br />Z <br />E <br />N <br />�ag <br />ao <br />a <br />irk <br />� <br />�t <br />ro <br /><am2 <br />0 <br />Z <br />�Z <br />O <br />W <br />O <br />�w <br />�& <br />�o <br />w <br />zl'd <br />o <br />00 <br />1.O <br />= <br />J <br />'L6 <br />O <br />cc <br />0 <br />L <br />LO <br />co <br />0 <br />Cr <br />CL <br />U) m <br />N <br />.-, <br />O <br />r, <br />N <br />o <br />CD <br />Liz <br />N <br />T <br />Q n <br />T <br />ui <br />M <br />C`V <br />7 y <br />c <br />Z <br />E O ffi a? <br />cc <br />C <br />tL <br />U J <br />JOB <br />NO: 22-08304 <br />SCALE : AS NOTED <br />SHEET NO. <br />7 <br />