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�llillll■II■�Yllllll�I1�I��tiA ���•■■�■■1 ■rwu■ur��L.�u' ■ <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 174" and <br />longer with a nominal height of W meet or exceed U180. <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />7. 7132" 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 />a vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />�g - � -:Zallifflowl �t �J <br />W.M W MMILM imi INSIL" <br />ME !Elul <br />Now <br />0 <br />E <br />:III: <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @BOTTOM <br />OF LINTEL CAVITY <br />U 16- <br />BM T <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c precast Meis = 3500 pal. <br />2. Pc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 Pg = 3000 psi w/ <br />4. maximum 318" 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 />B. Mortar per ASTM C270 type M or S. <br />#5 <br />MIN.. <br />1)REBAR AT TOP <br />(1) REQ'D <br />'-EAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />0 <br />° <br />#5 REBAR AT TOP <br />a ° <br />M.U. <br />° ° ° <br />MIN. (1) REaD 4 <br />1-1/2" CLEAR <br />° <br />° °d <br />z <br />GROUT <br />° <br />° <br />S2 <br />5 REBAR AT <br />r~it w <br />° <br />°—BOTTOM <br />BOTTOM OF <br />LINTELCAVITY <br />�'.9 w — <br />Lu uL O rn 4 <br />XO <br />o � ci v Z A <br />REINFORCING <br />a C'$ Z N <br />— <br />75/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />o LL �u u, j� <br />zd Cid j m D i D <br />REBAR AT BOTTC <br />8" NOMINAL WIDTH <br />y N L a �o �, <510 <br />AS INDICATED <br />(VARIES) <br />I✓ <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 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 plaNdetalls 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 />CO O <br />4'-6" LL 4'-6" LL <br />CO <br />V-10" LL <br />LINTEL PLAN <br />SCALE: %4 <br />LO <br />zo <br />— o <br />Z co <br />Z <br />Q <br />J <br />a <br />Z <br />U1711 CQ <br />W C <br />�—� w <br />0 <br />V <br />O Ll.l <br />Lv <br />E <br />l,/i � <br />U <br />0 0 <br />m� <br />LLt <br />I— E <br />—8 <br />all <br />c cCf M <br />m '25 R <br />000 <br />= N <br />a) <br />L_ LL 00 <br />7 <br />^o <br />C Y� <br />Q 0 <br />LO 0 <br />, V <br />Q O <br />N�C�BWO�C <br />�. Ad <br />C11 <br />� <br />lY <br />N <br />;t <br />N Ld <br />N•C LL <br />LL• <br />� <br />a <br />a` `\ <br />LL <br />Z .. .. <br />ES <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth 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 />C) <br />Z fV <br />0 � � <br />� <br />H U-) C) <br />M <br />Lf1 <br />Q U,)to <br />dZ <br />WON <br />Q — In <br />LL <br />d f <br />F— <br />� U CL fn <br />Z <br />Q <br />�.s <br />Z fu <br />W J C <br />0 <br />w� <br />za <br />z� <br />as <br />�17 <br />Fair <br />480 <br />Zaz¢ <br />U <br />8j, pwZ <br />XJ <br />T <br />i <br />NW <br />K <br />N <br />c <br />8 t- <br />Z Z <br />Z Z <br />�L <br />QO <br />Ln <br />D <br />M <br />Z <br />O <br />U <br />a, <br />J <br />W <br />J Q <br />W� <br />o� <br />US <br />¢YVP <br />o <br />J <br />X: <br />d <br />Z <br />I� <br />NO a <br />a <br />Z <br />alto <br />-Z <br />J <br />LI'i <br />r-I <br />Q <br />6iOrL <br />Z <br />p wY Q <br />O¢0 <br />F <br />ri <br />Ln <br />Z <br />a�z <br />Vi <br />a <br />O <br />:5= <br />UJ <br />J <br />az <br />r, <br />,—i <br />0- <br />to <br />Z <br />SCALE : AS NOTED <br />DATE ; 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />8.0 <br />