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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 verttcal (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 />8F8-1B/1T 8F8-0B/1T 8RF6-OB/iT ;'�• ; <br />O © © O 0 0• O <br />0 0 ul- <br />C1 0 <br />8RF14-1Bl1T 8RF14-OB/1T 8F16-OB/1T 8F16-1B/1T <br />8F20-0B/1 T <br />8F44 1 B/1 T 81740 1 B/1 T 8RF40 0B/1 T 8F321 B/1 T <br />FORM k GROUT SOLID <br />O wo:,� <br />BAR CONi. <br />8F12-1 B/1 T <br />'V' LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />€ <br />IM MI. <br />E <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 />= <br />w <br />8F16— B/1T <br />US <br />Z <br />tNOMINAL. <br />ZD <br />L QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />IL <br />i <br />MATERIALS <br />c-i i c precast lintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 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 />8. Mortar per ASTM C270 type M or S. <br />#5 REBAR <br />MIN. <br />(1) REQ-D <br />CI <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />0 <br />° < ° <br />4 <br />.M.U. <br />#5 REBAR AT TOP <br />a <br />MIN. (1) REO'D ° 4 1-1/2" CLEAR <br />° <br />D <br />a ° ° <br />° <br />< <br />GROUT <br />° <br />5 REBAR AT <br />= - to w <br />BOTTOM OF <br />a u, - <br />O 4 <br />LINTEL CAVITY <br />u� V to \ <br />OTTOM <br />o ¢ Ci O � <br />Z <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />Q < t7 ¢ <br />Z �-` d w ^n D D <br />F .. w 3p 43 4 #5 REBAR AT BOTTC <br />AS INDICATED <br />7-5/8"ACTUAL <br />J MINAL WIDTH <br />(VARIES) <br />to m ¢ d. ° ° ° <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 planldetails 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 />4'-6" LL 4'-6" LL <br />O O <br />6-10" LL <br />O <br />LINTEL PLAN! <br />SCALE: Y4'=1'-0" <br />in <br />0 <br />Z <br />_ o <br />tO <br />Z <br />Z <br />Q <br />U, Z <br />w <br />Q <br />w <br />N C <br />= <br />o <br />is <br />(/i ~ <br />U <br />0 <br />m^ <br />W E <br />W ~ 8 <br />NM <br />Cn <br />C @ ccn <br />O ON <br />= 9t <br />to <br />LL Co <br />o 1O <br />moo <br />Qvt <br />U) v <br />AQci <br />A' <br />B D. <br />N C B D C <br />/ <br />i1w, <br />a u- ;' <br />IN <br />• • <br />Z11L <br />t```\ <br />ESSJ` <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 />O <br />Z tV <br />O tv n <br />I--1 4.J O <br />��fo00 <br />C) <br />Q V/ <br />a in•�� <br />Q LL" <br />CL <br />M <br />V 0 ?-1 <br />00 <br />Z <br />E <br />Z <br />W-10 <br />Za <br />Sa¢ <br />F <br />w <br />�ZOU <br />M <br />�ui <br />J <br />�F�ON ug <br />L <br />�Z <br />OZ <br />Zo <br />z <br />♦e <br />T-1 <br />D <br />M <br />� 3 <br />< <br />W <br />V= <br />^^ <br />I..L <br />J <br />L1J <br />w <br />��Z <br />I o <br />0 <br />z <br />w0�6 <br />U0 <br />&H <br />IN <br />J <br />o < <br />wowc2Q <br />o <br />Z�� <br />0 w <br />Z <br />J <br />Ln <br />r1 <br />�a�u-2 <br />< off <br />W <br />C <br />G <br />Q <br />� <br />Q <br />Z�z <br />M <br />w a F <br />M <br />m <br />O <br />^ <br />QZ <br />Q <br />U <br />N <br /><M <br />Fn <br />^ <br />,-1 <br />13- <br />SCALE AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />8.0 <br />M <br />P <br />Z <br />