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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 vertcal (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 e vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS; CASTE —CREPE, QUALITY <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F321 B/1 T <br />® © ® 8 <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8 F 16- <br />B/ 1 T <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />1. 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 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 />#5 .(1) <br />MIN. <br />RAT TOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />4 A <br />0 <br />A ° A <br />#5 REBAR AT TOP <br />4 ° <br />.M.U. <br />w <br />A° A <br />MIN. (1) REQ'D 4 <br />1-11T CLEAR <br />Q <br />° <br />" <br />° A A <br />4 <br />z <br />GROUT <br />D <br />!D <br />° <br />n J 0 Q <br />rn r a, ° 4 <br />C.M.U. <br />A <br />° <br />REBAR AT <br />= — rq i j <br />r?i w <br />c <br />BOTTOM OF <br />LINTEL CAVITY <br />— <br />W W O u~i 1 4 <br />6\� <br />—BOTTOM <br />o¢UO "\� <br />REINFORCING- <br />PROVIDED IN <br />Z LL o W 1^n p p <br />— <br />7-5/8"ACTUAL <br />8" NOMINAL WIDTH <br />LINTEL <br />3 <br />a �o �, �o <br />REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />y <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 [Intel 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 cementiduos coating. See contractor specifications <br />4'-6" LL 4'-6" LL <br />O O <br />5'-10" LL <br />O <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />Z o <br />Z to <br />Z <br />J <br />Cl- <br />Z <br />n� <br />V/ cry <br />"E—"J w <br />_M <br />OW <br />C <br />o <br />U) <br />r- <br />(� <br />o <br />m o <br />pi <br />LU <br />~ E <br />D) M <br />N '•'�O- M o_Oo <br />W■ <br />U4) <br />LL co <br />Y <br />Q <br />05ao <br />tr) O �t <br />W <br />im <br />Q O <br />A' <br />B Dp <br />N C BAD EC <br />!ra <br />gA <br />Nor <br />� ILP L <br />>� zv ' <br />LL <br />J <br />CA 311, 20!�-,Z <br />C9- �s_;i'� <br />rlif� ~ t. J a <br />y� <br />To the best of the Engineer's knowledge, information, <br />onand <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 fV <br />0 � N <br />H V p <br />Q�� <br />N •� � <br />fl <br />O <br />Q L_ LL <br />CL <br />M <br />i� V a OC) <br />a <br />E <br />Z <br />WJ C:) <br />J <br />5 <br />O Z <br />w <br />zaa <br />f a <br />zaCea z 80 <br />� <br />�w <br />pw2 <br />g J <br />Lo <br />F OW <br />m Z <br />O X <br />Z Z <br />�L <br />Vl <br />a O <br />� Z <br />JJ <br />T <br />C <br />CL <br />rn 3 <br />M <br />Z <br />_ <br />(o <br />— <br />J <br />W <br />Lu <br />o <br />0 <br />aYP <br />f <br />X <br />Z <br />yW� <br />VK�"� <br />N <br />Lu <br />aoW3 <br />Z <br />J <br />r-1 <br />W <br />G <br />Q <br />2 <br />Q <br />Z~Z <br />� 02: <br />p he � <br />W a <br />a � Z <br />■n <br />ri <br />Ln <br />Z <br />oZ <br />J O <br />o <br />^ <br />g <br />= <br />z <br />¢Lu <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />8.0 <br />