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O O <br />8F8-1B/1T <br />GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed Joints. <br />2. Shore filled Ilntels as required. <br />3. Installation of lintel must comply with the architectural and/or structural drawings. <br />4. U-Llntels 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 17'1 and <br />longer with a nominal height of 8" meet or exceed L/180. <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 / e 0 <br />a vertical load Safe horizontal load \— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />8F8-0B/1 T <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />�► <br />8RF6-0B/1T . <br />© O, O O• O <br />O O <br />8 - / T 8RF14-0B/1T 8F16-0B/1T <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F32113/1T <br />•• • <br />V. <br />O O <br />8F16-1B/1T <br />®o <br />O <br />8F20-0B/1 T <br />ADN <br />E E <br />C <br />G <br />E <br />E <br />CC <br />F <br />■ <br />■ <br />WE <br />- eE <br />■ <br />■ <br />■ <br />ii <br />■ <br />■ <br />■ <br />i <br />•- <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16- <br />B/1T <br />!NOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cTf precast = 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 />S. Mortar per ASTM C270 type M or S. <br />FORM & GROUT SOLID <br />(� <br />v <br />4 �' <br />� J <br />O #5 BM CONT. <br />8F12-1B/1T <br />"V" LINTEL DETAIL <br />SCALE a N.T.S. <br />CC <br />- C <br />C <br />#5 REBAR AT ALTERNATE POWERS <br />OP <br />MIN. (1) REQ'D <br />CLEAR STEEL LINTEL <br />O <br />a ° <br />° .M.U. #5 REBAR AT TOP <br />°° ° MIN. (1)REQ'D ° Q 1-1/2"CLEAR <br />e rl <br />° <br />4. <br />GROUT <br />° <br />o <br />40 <br />° <br />5 REBAR AT <br />BOTTOM OF <br />= y y w <br />z W <br />r <br />4 <br />- <br />O <br />LINTEL CAVITY <br />(/� <br />W O in U-,' <br />W <br />4 <br />OTTOM <br />Q Lu (j $ <br />REINFORCING <br />¢ C7 tT j <br />W <br />> > <br />/8"ACTUAL <br />PROVIDED IN <br />o W a <br />i� <br />Q <br />MI AL WIDTH <br />LINTEL{, <br />(VARIES) <br />rn ?L <br />o 0 <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 manufacturers spedficatons 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/detalls for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementit uos coating. See contractor specifications <br />4'-6" LL 4'-6" LL <br />F LIF <br />6-10" LL <br />OD <br />LINTEL PLAN <br />SCALE: Y4'=1'-0" <br />C.9 <br />Z <br />Z <br />Z <br />Q <br />Cl- <br />U) zC3 <br />Q <br />4-1 w <br />O c <br />E <br />U <br />w <br />M <br />'0 _ <br />'2 <br />�U <br />U <br />CO <br />Q�,s <br />LO <br />All <br />D. <br />`---;, <br />E>�1;illitt <br />`7 <br />`� <br />U z IL • <br />J <br />ul . C� <br />e J <br />••jj U I'- � <br />I_ u <br />•� <br />Ion <br />belief, the structural 1 �%} s ecd s <br />To the best of the En is 'eQg&4i:e <br />within these drawings comP� t7wr'h1 <br />Building Code - Residential 6thEdtJM r'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 />C) <br />Z N <br />0 <br />a<�+ <br />r>—r�Mp <br />„ M <br />Q V) (0 Ln <br />a" in •,_ d" <br />ZZ <br />Q C LL <br />U <br />a 00 <br />E <br />Z M <br />W <br />UJ <br />to <br />tr <br />o?9U <br />reael <br />Iae <br />aa qZ <br />F V <br />D <br />T <br />M <br />� <br />v <br />> <br />I <br />Z <br />15R <br />o <br />(J) <br />(0 <br />CL <br />fi. <br />rn ..... �' <br />Z <br />tax <br />Z <br />N <br />W <br />J <br />Ln <br />q <br />lJ.l <br />Q <br />Z <br />M <br />co06 <br />Ln <br />Z <br />g <br />= <br />O <br />r•+ <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION NO- 10 <br />SHEET NO. <br />8.0 <br />