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3 <br />Q <br />LO <br />21 <br />1.0 <br />cn� <br />0 <br />0000 <br />0 <br />J <br />CV <br />0 <br />I <br />A <br />E5 <br /><c <br />1W <br />rn <br />v7 <br />21 <br />v <br />t <br />0 <br />00 <br />M <br />0 <br />J <br />0 <br />I <br />rn <br />Cr <br />0 <br />m <br />c <br />0 <br />3 <br />c.� <br />0 <br />N <br />v <br />a <br />E <br />v <br />03 <br />W <br />E <br />0 <br />z <br />v <br />c <br />c <br />N <br />ti <br />V <br />v <br />c <br />vl <br />U <br />a� <br />0 <br />U <br />/ <br />v <br />O <br />V <br />J <br />t7 <br />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 1 T-4" and <br />longer with a nominal height of 8" meet or exceed L1180. <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.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 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 />UV 110�1 lu�q I I IN111m, <br />IZ RMIA Koffm kmwj LWJ <br />LIE <br />I 1 0 1 <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 81`32 1 B/1T <br />FORM & GROUT SOLID <br />N J <br />`- U <br />�0) #5 BAR CONT. <br />8F12-1B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />i <br />=N,I <br />I T FILLED <br />LLEDW71V/11IVIV <br />F =FILLED WITH <br />REBAR#5(1) <br />Mw. <br />AT Q'D <br />(1) REQ'D <br />ALTERNATE POWERS <br />GROUT /U=UNFILLED <br />R =RECESSED <br />CLEAR <br />STEEL LINTEL <br />° <br />QTY. OF #5 <br />O <br />d <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />= <br />a <br />M.U. <br />#5 REBAR AT TOP - <br />ta <br />w <br />d° d <br />MIN. (1) REQ'D <'j <br />1-1/2" CLEAR <br />8 F 16- B/ 1 T <br />a <br />z <br />a <br />A <br />dQ < <br />6 <br />z <br />GROUT <br />' `\ <br />ID <br />1`1 O <br />tNOMINALQUANTITY OF <br />d <br />5 REBAR AT <br />- N ~ ¢ v � <br />y Lu <br />C.M.U. <br />WIDTH AT <br />O <br />BNTEOL <br />U) <br />TOP <br />LINTEL CAVITY <br />o° x w <br />NOMINAL -'-*-BOTTOM <br />d <br />❑ ir d o z <br />HEIGHT <br />REINFORCING <br />¢ a d Co Z =p <br />7.5/8"ACTUAL <br />PROVIDED IN <br />Z LL 6 uJ �^n <br />8" NOMINAL WIDTH <br />LINTEL <br />Z< a wi ?: , <br />#5 REBAR AT BOTTC <br />(VARIES) <br /><n u, Er a S V <br />AS INDICATED <br />MATERIALS <br />cii precastTntels = 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 wl <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 />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 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 />LINTEL PLAN - ELEV-Al <br />SCALE: Y4"=1'-0" <br />o <br />z <br />wa <br />CIS <br />�o <br />a= <br />oil <br />CIDow <br />'T <br />o <br />w1 <br />>L <br />J <br />L / <br />C <br />CD <br />�1LO <br />i� <br />00 <br />G <br />J T <br />T <br />TM <br />o <br />N <br />�/� <br />^ <br />L Q <br />L <br />Q M <br />r <br />ai <br />m <br />CCV <br />00 N N <br />o <br />Z <br />Z <br />E Co cn <br />E <br />cc <br />_ <br />a <br />U � Q p� <br />� <br />JOB <br />NO: 22-02401 <br />SCALE : AS NOTED <br />SHEET NO. <br />8 <br />