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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 L/360 vertical deflection, except lintels 17'-4" 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 / . 0 <br />Safe vertical load Safe horizontal load \_ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY <br />O O O O <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />© © O O O, O <br />89F14-1B/1T 8RF14-0B/1T <br />8F44 1 B/1 T 8F40 1 B/1T 8RF40 0B/1T 8F321 B/1T <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 />i <br />QJ <br />W <br />F <br />6F 16— 6/1 T <br />n <br />O <br />ZD <br />tNOMINAL,QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />o <br />HEIGHT <br />MATERIALS <br />cif` preca�intels = 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 />•�� <br />O O <br />O O <br />8F16-0B/1T 8F16-1B/1T <br />© ® <br />0 <br />8 2%0-0BT <br />8F20.1B/11T <br />8F20-1B-2T <br />MEMO <br />on <br />00 <br />an <br />18 <br />00 <br />0 <br />#5 IN. <br />MIN. <br />TTOP <br />(1) REQ'D <br />-1/2„ <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />G e <br />O <br />°e <br />4 ° <br />.M.U. <br />#5 REBAR AT TOP <br />a ° e <br />MIN. (1) REQ'D <br />Q <br />D <br />1-1/2" CLEAR <br />e <br />a <br />° <br />GROUT <br />J = <br />Q L <br />n J ❑ <br />cn r <br />Q <br />C.M.U. <br />e <br />5 REBAR AT <br />= - w <br />a <br />° <br />O <br />BOTTOM OF <br />vim) P <br />',*-BOTTOM <br />LINTEL CAVITY <br />o V a rn <br />uJ <br />\ <br />ouXJUOZ <br />" Lnn <br />REINFORCING <br />¢ ¢ (7 M <br />1 <br />5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />z p w_ <br />¢ ao a 3- <br />D D <br />�, lo <br />5 REBAR AT BOTTOh <br />OMINAL WIDTH <br />(VARIES) <br />r~n a <br />�o � <br />AS INDICATED <br />a <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 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 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 O <br />4'-6" LL 4'-6" LL <br />O <br />6-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />O <br />z M <br />0 <br />— o <br />Z CO <br />Z <br />Q <br />0 <br />W cn <br />i--� UJ <br />- <br />�UI- <br />0 LLI <br />N r,*1 <br />E <br />0 <br />w <br />"'o <br />o <br />tV U <br />l Ll <br />a)M <br />C: (o CO <br />I— E <br />— <br />cu-0m <br />p o 0 <br />U <br />= a) <br />U� <br />L LL 00 <br />cu <br />�o <br />U)ao <br />Q <br />U,Q.T <br />o <br />A ' <br />B D® <br />N C B D C <br />'jerk' �I <br />' K $-,J <br />i <br />o <br />ca <br />LL <br />Ci <br />7. 19- <br />,bd <br />W co <br />D <br />O ..." <br />N Y;�.1)� ✓y <br />�1 <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 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 N <br />O 0) N <br />f-'t d--) O <br />> M O <br />(n <br />- <br />Q <br />-`r) <br />Q n <br />U C 0000 <br />Q <br />Z fu <br />WJ C:) <br />F- <br />oz <br />�O <br />w� <br />zd <br />f <br />Li¢C�M <br />Z 0U O <br />U <br />Z <br />Z Q <br />= p W Z <br />f J <br />8w" <br />mz0 <br />O Z <br />z Z <br />ro <br />¢z <br />E <br />l� <br />a <br />O <br />D <br />� <br />M <br />z <br />g <br />J <br />Z <br />O <br />J< <br />w <br />oz <br />�6P <br />xo6 <br />O. <br />z <br />U°mn <br />N <br />J <br />Z¢o¢ <br /><;� <br />Q <br />��Zo <br />Z <br />Z <br />N <br />o,o <br />w <br />, <br />W <br />J <br />L r) <br />rl <br />LLI <br />2:Q <br />LI <br />= �' it <br />o Z ; <br />0Qa <br />w �- F- <br />00 <br />Nr <br />Q <br />Z <br />Z <br />a z <br />*k <br />W <br />g Z <br />J 0 <br />`o <br />g <br />= <br />a z <br />US <br />rn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FFLORES <br />VERSION NO- 2111110 <br />SHEET NO. <br />8.0 <br />a?d <br />