Laserfiche WebLink
:6 <br />�2 <br />GENERAL INSTALLATION NOTES <br />1. <br />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 L11 80. <br />6. Bottom field added rebar to be located at the bottom of the [Intel 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 <br />Safe vertical load Safe horizontal load-0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F32 1 B/1 T <br />8 <br />lZ <br />2 <br />FORM & GROUT SOUD <br />_r of r <br />O <br />< <br />LU <br />LU <br />O�Z#5 BAR CONT. <br />8F12-1B/1T <br />(V) <br />VLINTEL DETAIL <br />SCALE = N.T.S. <br />III <br />i� <br />Z <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16- B/1T <br />0 <br />t <br />Z <br />QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />0 <br />HEIGHT <br />L <br />MATERIALS <br />1. 1 c preca tels = 3500 psi. <br />2. fc prestressed lintels; = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wt <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 A51 0. <br />8. Mortar per ASTM C270 type M or S. <br />R BAR AT TOP ALTERNATE POWERS <br />IN. (1) REQ'D <br />4 01/2 <br />CLEAR <br />STEEL LINTEL <br />O <br />4 . M. U. #5 REBAR AT TOP <br />4 ' <br />4 O— — — 1-1/2" CLEAR <br />MIN. (1) REQ'D_��_� 4 <br />A A <br />4 <br />GROUT <br />\-C.M.U. <br />—#5 REBAR AT <br />:r (0 cn Lu <br />0 <br />BOTTOM OF <br />�E U) Z Lu <br />Lu 0 '6 <br />01 <br />LINTEL CAVITY <br />W Ul <br />5 - X L�u <br />8 <br />Z <br />* <br />-BOTTOM <br />ir <br />a d o <br />REINFORC <br />CING <br />D IN <br />PROVIDED <br />LINTEL <br />< (j <br />Z i� 6 LTU <br />b <br />< .. 3: �� <br />> -a > <br />#5 REBAR AT B( <br />— <br />7-5/8"ACT UAL <br />40MINAL WIDTH <br />'T <br />(VARIES) <br />1- 92 Lu <br />(0 Lo ir <br /><7 <57 <br />AS INDICATED <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 />­1 <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) 1 Od NAILS & (8) Y4" TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />E CL <br />(4) USP MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />E <br />2x8 #2 SYP P.T. BASE PLATE <br />WIY2" 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 manufacturers 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 cemenfitiuos coating. See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN <br />T/VVALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />M <br />SCALE: 1 1'-0" <br />C14 <br />5'-10" LL <br />O <br />6'-6" LL <br />O <br />4'-6" LL <br />O <br />64' LL <br />MIN. <br />O <br />6-10" LL <br />O <br />5-8" LL <br />O <br />5'-8" LL <br />O <br />5'-8" LL <br />O <br />17'-4" LL <br />CEMIN. <br />LINTEL PLAN� <br />SCALE: Y4"= V-0" <br />!2toU <br />C) <br />C> <br />co <br />Ell <br />U) <br />O <br />V) CD <br />Q) <br />C—/) <br />4—J Lu <br />0 L.0 <br />V) <br />E <br />C) <br />0 C, <br />C14 <br />LU <br />8E <br />0) C,3 CD M <br />a cc co <br />E2 -01 m <br />C14 <br />0 0 C) <br />C) <br />LL 00 <br />co <br />0 C13 <br />n _�e I::- <br />C 0� C. <br />7r, <br />0 <br />CD <br />DCFL <br />6 <br />AI <br />Wff <br />N'c'B D C <br />0. 0, <br />o� <br />- m <br />Z fZ <br />0 <br />Z <br />E <br />LL <br />U1, ....... <br />7 <br />To the best of the Engineer's <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code -Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />Z N <br />0 (U <br />1-01 4-J C) <br />V) tD <br />o <br />> ro <br />V) 170 Ln <br />0 <br />— Ln <br />LL <br />Z <br />C)L <br />fa <br />oC U CL OC) <br />Z § E <br />Z <br />C:) <br />WLLJ <br />0, <br />uJ <br />Z g <br />Z Z <br />Z 0- <br />Lu 14 C4 01 <br />UZ00 <br />ME) <br />ce <br />Lu <br />Z <br />Z <br />Z <br />U <br />it <br />RU <br />"t <br />8- w <br />Ln <br />Z Z <br />>1 8 <br />> <br />Z <br />H <br />lcl� <br />Z <br />Ln <br />un <br />o <br />Ln <br />Z <br />< <br />U <br />r*4 <br />LU <br />Lu <br />0 <br />roz <br />he <br />8 F� <br />Z <br />Lu 6 � <br />U 0, co <br />0< <br />Z < <br />< <br />Lu W <br />09 X 0 <br />Z <br />Z <br />rl <br />2 2E <br />'0 <br />LU <br />L0 <br />q <br />. Lij <br />6i <br />2: <br />r 2`=05 <br />� zuU <br />� <br />1714 <br />r-4 <br />X <br />< <br />< <br />Z <br />. 8 <br />cc Z <br />�5 <br />('%4 <br />Z Z <br />L <br />VZ <br />0 <br />06 <br />_J0 <br />Z <br />w <br />SCALE AS NOTED <br />DATE 3/30/2018 <br />TECH: MJAMES <br />VERSION No' 5ml <br />SHEET NO. <br />8.0 <br />