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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 [Intel must comply with the architectural and/or structural drawings. <br />4• U-Lintels are manufactured with 5-112" 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 wlre 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.20-0630.16 and 20-0630.15. <br />11. The exterior surface of lintels installed in exterior concrete masonry walls shag 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 �� . O <br />Safe vertical load + Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />O O O O P <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T ;'� ; O O O O':i•. <br />8RF1 1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1TAIN <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/1T <br />FORM d GROUT SOLID <br />•• J <br />O #5 BAR CONE. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />No <br />WOMEN <br />RIMMM <br />F = FILLED WITH <br />GROUT / 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 />QUANTITYOF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />-rc precas{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 />S. 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 orS. <br />#S .(1) <br />MIN. <br />R CI'D <br />(1) RE <br />LEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° e <br />° <br />e e <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />44 e <br />MIN. (1) REQ'D ° j 1-1/2" CLEAR <br />GROUT <br />> <br />e <br />e e <br />° a <br />n J O Q G <br />e <br />+ <br />5 REBAR AT <br />BOTTOM OF <br />ut w <br />Z - <br />r%i <br />o-BOTTOM <br />LINTEL CAVITY <br />8v20, <br />G f C <br />Ci ox o <br />REINFORCING <br />¢ O °� � <br />tL M�uu <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />.n <br />d �ff D j G 5 REBAR AT BOTTC <br />7d O <br />' N MINAL WIDTH <br />(VARIES) <br />p3 <br />r~i� � um,d si J L �' AS INDICATED <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 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 />LINTEL PLAN NOTES: <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />M <br />A <br />O <br />4'-0" LL <br />O <br />6-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: Y4'=1'-0" <br />tN <br />N <br />C`t <br />fv ••r <br />7 W <br />s <br />(JY cs• &_ o <br />`4 m. K <br />Any C7 . •- <br />CPO <br />d �+ r <br />a► <br />+ <br />y <br />OG 7j io <br />to <br />y ors ea <br />c � <br />J <br />C1. v <br />0 <br />SE <br />lit <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residerdial 7th Edition. Engineer's signature and seal is only for <br />the sfnictural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />E <br />O N 8 <br />CD <br />(ii fJ] N r.- <br />O M LL <br />Q C.' 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