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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 174" 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 verticalload Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />817441B/1T8F401B/1T 8RF40013/1T 8F321B/1T <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />CITY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />= <br />J <br />0 <br />8 F 16— B/ 1 T <br />a <br />Z <br />tNOMINAL <br />QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />o <br />HEIGHT <br />MATERIALS <br />1. c precast mteIs = 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 />i <br />E <br />rr- <br />EME <br />8F24-1B/1T <br />O <br />#5 REBARAT TOP ALTERNATE POWERS <br />IN. (1) REQ'D <br />O C` AR STEEL LINTEL <br />V d <br />4 .M.U. #5 REBAR AT TOP <br />a - G MIN. (1) REQ'D ° 4 1-1/2" CLEAR <br />e <br />� n e <br />G , <br />GROUT <br />D <br />REBAR AT <br />< <br />Z y r W <br />a <br />- <br />a <br />1 <br />"W <br />BOTTOM OF <br />LINTEL CAVITY <br />i w <br />�y ~ <br />W w 0 u)a <br />OTTOM <br />O m U O Z <br />Q " <br />L Q <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ < a <br />Z `: o w <br />< •' C 3 <br />2 ¢ a <br />D <br />i <br />�° �, <° <br />7-5/8"ACTUAL <br />40MINAL WIDTH <br />(VARIES) <br />co <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 />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 />O <br />4'-6" LL <br />MIN. <br />L <br />O <br />7'-4" LL <br />L <br />L <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />M <br />0 <br />— o <br />m <br />Z <br />Z <br />Z <br />d <br />J <br />a. <br />Z <br />cD <br />n <br />(DcV) <br />W (.n <br />4--d w <br />II70 n <br />U— <br />w <br />O <br />~ <br />o <br />ca <br />o 0 <br />U <br />— <br />MIH E <br />WM <br />M <br />T.O o N <br />_N °1 <br />co <br />ti000 <br />0 Co 00 <br />C_y D <br />Q m <br />p CD <br />LL7 Cr <br />< O <br />A , <br />B D. <br />NCBDG <br />/T <br />to <br />N <br />Lo V <br />\:`oe��1���t�ttf�1►�����cz, <br />� o <br />a V) <br />04 <br />L, <br />So <br />aN•••Q..go s1 <br />To the best of 1 100 nformation, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />O <br />Z N <br />O <br />" a-J C:) <br />r>-i(-)Mp <br />aa-+ M <br />�(0 Lr) <br />d- <br />a to •� <br />d L Ln <br />CL LL <br />oC V Q `0 <br />Z <br />Z <br />E <br />Z <br />WJ C:) <br />Cr <br />OZ <br />�4 <br />Zaa <br />mgi— <br />} L <br />w<�Cc <br />UZOU <br />V <br />Z °w w <br />Z <br />V) <br />r <br />((7pwZ <br />O w <br />J <br />a p n <br />O�LL� <br />WM <br />o�o <br />L <br />W <br />}<o <br />Z <br />.5 <br />g <br />� <br />C <br />� <br />8 <br />Q <br />C: <br />Q <br />J�a <br />W <br />2 <br />fu'o <br />CL <br />ZO <br />�w <br />0 <br />W <br />z <br />LU-o6 <br />< < <br />r,4 <br />J <br />Z R <br />OC <br /><a� <br />YaM0 <br />Z <br />W <br />Lr) <br />LLj <br />a Z <br />J <br />-4 <br />LJ J <br />0O w <br />W <br />*k <br />T/ q <br />l� <br />Z <br />F <br />< W Z <br />a <br />Q <br />J <br />= <br />Ln <br />a Z <br />Lu <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION N0. 10 <br />SHEET NO. <br />8.0 <br />