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0 <br />v <br />J <br />C: <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 U360 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 G1 .0 <br />Sae vertical load Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />® © �L_% <br />FORM & GROUT SOLID <br />O T4' <br />WU#5 BAR CONT. <br />8F12-1B/1T <br />O <br />'V" LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />r r r vrvr+r rvr� <br />F =FILLED FILLED WITH <br />#5 REBAR <br />MIN. <br />(1) REQ'D <br />ALTERNATE POWERS <br />GROUT /U=UNFILLED <br />4 <br />R =RECESSED <br />C�/EAR <br />STEEL LINTEL <br />QTY. OF #5 <br />, O <br />REBAR @ BOTTOM <br />4 <br />OF LINTEL CAVITY <br />i <br />4 <br />.M.U. <br />#5 REBAR AT TOP <br />Q <br />w <br />a' ° <br />MIN. (1) REQ'D <br />° 4 1-1/2" CLEAR <br />F <br />J <br />8F 164B/1 T <br />¢ <br />_LQ <br />a <br />" <br />Z <br />4 <br />GROUT <br />� <br />a <br />t J <br />Q 4 <br />QUANTITY OF <br />NOMINAL,5 <br />° <br />REBAR AT <br />u, <br />= - w <br />4 c.M.u. <br />WIDTH #5 REBAR AT <br />< O <br />BOTTOM OF <br />a U ? F <br />- <br />4 <br />TOP <br />NOMINA <br />a <br />LINTEL CAVITY <br />Lu V 0 rn <br />0 o <br />1 <br />0 0 <br />HEIGHT <br />OTTOM <br />REINFORCING <br />o U <br />¢ ¢ 0 In Z <br />• <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z LL w <br />D D <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ Gi 3:m <br />Oa <br />#5 REBAR AT BOTTC <br />�° �, �° AS INDICATED <br />(VARIES) <br />U) � Ir <br />MATERIALS <br />16 GAUGE POWERS <br />cTf precastlintels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fig = 3000 psi w/ <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />1. Refer to manufacturer's specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />7132 wire per ASTM A510. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <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 />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 />applying the cementitiuos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <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 />O O <br />4'-6" LL 4'-6" LL <br />(ED <br />6-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=V-0" <br />"s <br />y" 4'19�i))91q�d1jf <br />N <br />k-4 <br />�. 0 O• <br />C) <br />'9 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. 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