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C14 <br />T3 <br />LO <br />L0 <br />L0 <br />E <br />1.2 <br />13 <br />E <br />s <br />A! <br />Z <br />C3 <br />GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed joints. <br />2. Shore filled iinteis as required. <br />3. Installation of lintel must comply with the architectural and/or structural drawings. <br />4. U-Untels 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. 7132" 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.20-0630.16 and 20-0630.15. <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 should be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load <br />Safe vertical Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />MBEM- Nam= <br />2 <br />1 <br />IMM <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F32 1B/1T <br />(B) 45) <br />(a '�'j <br />\Z7 kD) (9 <br />FORM & GROUT SOLID <br />9 <br />.0 J5 BAR CONT. <br />8F12-1B/1T <br />(0 <br />'V" LINTEL DETAIL <br />SCALE - N.T.S. <br />E01 <br />Ell <br />I <br />ll� P <br />Is <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />zwl& <br />EB/1T <br />tNOMINAL <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />17-rc-p-r-e-caefTntels = 3500 psi. <br />2. tc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <br />4. maximum 3/8" aggregate and 8" to 11 " slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum not 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 />REBAR AT TOP <br />IN. (1) REQ'D <br />4 " 1/ <br />LEAR <br />A 4 <br />ALTERNATE POWERS <br />STEEL LINTEL <br />4 *--C,. M. U. <br />#5 REBAR AT TOP <br />44 <br />A <br />4 <br />MIN. (1) REQ'D- 1-1/2"CLEAR <br />A A <br />4 GROUT <br />C.M.U. <br />A 5 REBAR AT <br />BOTTOM OF <br />LINTEL CAVITY <br />oui <br />0 0** -BOTTOM <br />a X Uj <br />REINFORCING <br />�<o <br />7-5/8"ACTUAL LPROVIDED IN <br />a <br />NOMINAL WIDTH , <br />LINTEL <br />Z <br />< 5 REBAR AT BOTTON <br />(VARIES) <br />Lu AS INDICATED <br />�iNcr a <br />1 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 cementibuos 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 "NALL LOCATIONS UNLESS <br />GV <br />NOTED OTHERWISE AT OPENING LOCATION <br />CF) CF) <br />4'-6" LL 4'-6" LL <br />( DB <br />6-110" LL 6'-6" LL <br />F <br />6-10" LL <br />E MIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: Y4"= V-0" <br />a) 0 <br />C%4 <br />> <br />0 0 <br />L- M <br />CL 0 N <br />CLM X <br />CU LL <br />C <br />>- <br />70 C) <br />C: N <br />M C:) M <br />C: -0 C14 <br />W <br />ic C <br />U) - <br />U) Q. IZ <br />E < <br />u) <br />< 0 CU <br />L) a) <br />W 0 <br />> <br />(1) > - >� <br />a) CL _0 <br />am E c: <br />0 0 <br />CU 0, <br />0 *0 <br />> LU <br />C14 <br />C%4 <br />C14 <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 <br />Florida Building Code - <br />Residential 7th Edition. 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