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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.03-0605.05 and 03-0605.04. <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 / . 0 <br />Safe vertical load Safe horizontal load -\ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />. ; FORM do GROUT SOLID <br />0 0 O O O 0 <br />8F8-1 B/1T 8F8-0B/1T 8RF6-OB/1T Q <br />(A © © LU <br />0, O 0• 0• •• •r r V <br />O O O O 05 BAR CONT. <br />8RF14-1B/1T 8RF14-OB11T 81=16-013/11T 8F16-1B/1T 81=12-16/1T <br />8F20-0B/1 T V <br />© V' LINTEL DETAIL <br />I '• •� F5--W-T� SCALE = N.T.S. <br />i <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16- <br />B/1 T <br />H <br />a <br />m <br />tNOMINAL, <br />QUANTITY OF <br />u7 <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />O <br />0 <br />#5REBAR ATTOP ALTERNATE POWERS <br />MIN. (1) REQ'D <br />1/2 LEAR STEEL LINTEL <br />C <br />0 <br />A °a <br />d ° .M.U. #5 REBAR AT TOP <br />n ° n MIN. (1) REQ'D ° Q 1-112" CLEAR <br />a <br />� J � <br />45 REBAR AT <br />BOTTOM OF <br />ii Z, - <br />O N <br />LINTEL CAVITY <br />L) <br />BOTTOM <br />O tr U O Z Z <br />REINFORCING <br />¢ ¢ O <br />PROVIDED IN <br />z 66 p w Ln <br />LINTEL <br />Nc <br />¢ ib b 3LU <br />(VARIES) <br />y LOX <br />MATERIALS <br />. cif precasTTntels = 3500 psi. <br />2. fc 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 />USP MSTAM36 STRAPS EACH STUD <br />((1) STRAPS EACH SIDE) CENTERED <br />W/ (13) 10d NAILS & (8) Y4' 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/ Y2" EPDXY ANCHOR OR )/" <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 />SEE PLAN <br />T/WALL <br />rJ-8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />1 WALL SPLICE DETAIL <br />8 SCALE: 1" = 1'-0" <br />4'-6" LL <br />(D <br />6'-6" LL <br />O <br />5'-10" LL <br />G <br />MIN. <br />5'-4" LL <br />r <br />r . <br />(EIVIIN. <br />17'-4" LL <br />O <br />5'-8" LL <br />O <br />5'-8" LL <br />O <br />5'-8" LL <br />O <br />5'-10" LL <br />LINTEL PLANI <br />SCALE: %4"=1'-0' <br />UILO <br />7e- CM <br />_ CD <br />CD <br />Z <br />Q <br />13 <br />2 <br />Z <br />V) CD <br />�-� w <br />w <br />LU <br />F- <br />V) r- <br />0 0 <br />m 04 <br />U <br />LU EEp <br />U <br />a� M <br />LAM <br />0 O N <br />U� <br />L Of SO <br />-o.o <br />C Y <br />Q 0) <br />U pp V <br />¢ O <br />® <br />D. <br />NBC-B-D C <br />��• -• <br />oo <br />.110111111M <br />o <br />Z 0 A <br />N <br />co <br />h Z <br />U) <br />J� <br />N C r <br />J <br />ill � � �' J-�,• <br />�N <br />UM <br />• <br />£�, <br />r� <br />�J• °'� <br />•. <br />V <br />To the best of the E'. Fr eer s�5npw)gdge. r�l[ n, <br />belief, the structural p 4>, pn s''p''ehfazytlo ntta <br />within these drawings coM ith the 2017 I;�i� !f-' <br />o <br />Building Code - Residential �'df otf &'EA <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />Z <br />0 (3) h <br />O <br />M <br />Q 'gyp <br />(n •0 <br />G <br />Q IL <br />I- CL M <br />lY U a <br />00 <br />Q <br />� <br />� <br />fu <br />Z <br />W <br />J � <br />d' <br />za <br />w¢°d� <br />Vz00 <br />� • U U <br />ZUJ W <br />��zaz <br />tCLO n <br />O �L O <br />UFO <br />w <br />ON <br />z0 <br />Ln <br />Q U <br />Z <br />0 <br />-0 <br />15 <br />D <br />fu <br />Lr) <br />z <br />�Q <br />a� <br />o <br />Z <br />UU <br />t!) <br />> Z <br />LU <br />u 0z <br />0 <br />F- <br />V�V¢ <br />wXOOU <br />N <br />A <br />1 ` <br />1 <br />J <br />Zaoa <br />w O J <br />CwJQQq <br />Q <br />8ClZ0 <br />Z <br />LU <br />N <br />N <br />�1 <br />� <br />u 5,0 <br />eaX Z <br />w <br />-,g°j <br />J <br />-I <br />LLI <br />Q <br />� <br />Z <br />L, o z o <br />PQQ <br />¢wz <br />M <br />Ln <br />Z <br />a <br />�z <br />0 <br />� <br />Q <br />J <br />LU <br />= <br />¢ z <br />LU <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAM ES <br />VERSION N0. <br />2.0 <br />SHEET NO. <br />8.0 <br />H 11 <br />