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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 />-Milli. a <br />E M ME <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F321 B/1 T <br />FORM do GROUT SOLID <br />o <br />' J <br />r �U <br />O ()5 BAR CONE. <br />8F12-1 B/1 T <br />"W LINTEL DETAIL <br />SCALE = N.T.S. <br />= = <br />c <br />EE <br />■ <br />! <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />NMI 1�1 <br />• • • • <br />E E <br />E <br />c <br />E <br />E <br />G <br />� � <br />• • <br />■ <br />■ <br />C <br />• • <br />• • <br />• • <br />• • <br />• • <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 />U 16- <br />B/1 T <br />tNOMINA1. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c preca mtels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 30DO 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 />#5RE <br />MIN. <br />R <br />(11)) RECIQ'D <br />1LEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° e <br />0 <br />e e <br />#5 REBAR AT TOP <br />= <br />C7 <br />a <br />° <br />.M.U. <br />= <br />e ` e <br />MIN. (1) REQ'D Q <br />1-1/2" CLEAR <br />e e <br />° <br />Z <br />GROUT <br />D <br />e <br />r, �o p o <br />e <br />N � � I 4 <br />5 <br />C.M.U. <br />S REBAR AT <br />BOTTOM OF <br />= — r <br />a.a. r�i ? w — <br />d <br />o—BOTTOM <br />LINTEL CAVITY <br />w O r~n � ` <br />O¢ U O Z <br />REINFORCING <br />Ir ¢ C7 _ cc , <br />. <br />— <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z� t w in <br />¢ 6 3: m D i D <br />REBAR AT BOTTON <br />8" NOMINAL WIDTH <br />LINTEL <br />i ¢ 1O �, Q <br />AS INDICATED <br />(VARIES) <br />t u��i <br />o o <br />4 <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 />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 cementitiuos coating. See contractor specifications <br />O <br />4'-6" LL <br />L <br />MIN. <br />O <br />7'-4" LL <br />.L <br />LINTEL PLAN <br />SCALE: V=1'4' <br />0 <br />Z o <br />Z <br />Z <br />.J <br />10 <br />a <br />IC� Z <br />0 <br />n� <br />C3 <br />LU <br />� p <br />V <br />0 w <br />~ <br />� <br />= <br />o <br />(%i t— <br />0 <br />.20 <br />Co I,- <br />NM <br />w £ <br />W ® H <br />co t0 C ) <br />M <br />l` V CNI <br />O o0 <br />�o <br />LL 00 <br />a0 <br />C <br />Q � <br />�o0 <br />Q 0 <br />u tt <br />A 1 <br />N...B.D. <br />j <br />Z` ($ a <br />M N A <br />��• <br />J <br />��77 <br />10F <br />✓WL <br />ZV �r E S� <br />H <br />E EHtIN <br />2 9 1- 1 <br />LL <br />Cog <br />a <br />a <br />W A a M <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 ty <br />0 � n <br />M O <br />M <br />Q M L+n <br />a cn •,_ � <br />th ON <br />Q LL <br />CCU M ' _1 ZQ <br />� <br />� <br />M <br />Z <br />J � <br />W <br />z <br />w <br />Za <br />UZ8c0� <br />ZwZQ <br />z <br />z <br />�\ <br />t Y � J <br />C R S <br />/ - <br />M <br />w <br />O <br />OLLI <br />L <br />z z <br />N <br />Zz <br />R <br />ti3 <br />L , <br />;Z <br />J <br />Lu <br />J <br />Xt��Ca <br />U"a'O�U <br />J <br />o <br />QWa <br />Z <br />.. <br />a$S <br />LU <br />Ln <br />W <br />CWC <br />L <br />`L` <br />Z U <br />Lu <br />9 <br />M <br />W <br />Z <br />-{ <br />OuJ <br />^ <br />444Z4 <br />0- <br />aZ <br />T-4 <br />E <br />SCALE AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO" 10 <br />SHEET NO. <br />8.0 <br />E <br />