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GENERAL INSTALLATION N TES <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 U180. <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 wells 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 <br />Safe vertical load Safe horizontal IoTd -1-0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F8-1B/1T 8F8-0B/1T 8RF&-0B/1T <br />K-Y ub 0 0 090 <br />I <br />8RF14-1B/1T 8RF14-0B/1T <br />�Wfi <br />8F44 1B/1T8F40 1B/1T 8RF400BIlT 8F32 1B/1T <br />,/?% firi) <br />Q5 1.1rJ_ 8 <br />-AZ*- '_1 <br />Z <br />. IE] <br />. . _.F3 <br />IB <br />ltsl <br />8F16-OB/1T 8F16_1B/1T <br />0 0 <br />8F20-013/1T <br />8 <br />FORM & GROUT SOLID <br />0 �_L#5 BAR CONT. <br />8F12-1B/1T <br />(0 <br />"T LINTEL DETAIL <br />SCALE = N.T.S. <br />0110 <br />E <br />E <br />a N <br />0 <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBA @ BOTTOM <br />OF LINML CAVITY <br />!2 <br />8F16- <br />B/1T <br />0 <br />4Z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />1. rc precasr rint Is = 3500 psi. <br />2. fc prestressed lintels - 6000 pal. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" 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 A51 0. <br />8. Mortar per ASTM C270 type M or S. <br />#5 REBAR <br />IN. <br />AT TOP <br />(1) REQ'D <br />JCLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />0 <br />A A <br />4 <br />#5 REBAR AT TOP <br />4 <br />A <br />-GROUT <br />MIN. (1) REQ'D- <br />> <br />1-1/2"CLEAR <br />4 <br /><1 & <br />C.M.U. <br />-45 REBAR AT <br />BOTTOM OF <br />W N <br />LINTEL CAVITY <br />XW <br />-BOTTOM <br />REINFORCING <br />&PROVID D IN <br />LINTEL <br />0 W <br />Ir 0 0 <br />X co <br />8 <br />Z > > <br />a C14 <br />uJ <7 _�:rA <br />#5 REBAR AT BOTTC <br />S INDICATED <br />7-5/8"ACT UAL <br />NOMINALWIDTH <br />(VARIES) <br />cr <br />L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER IS <br />L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND <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 manufacturses 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 cementitluos 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 />OF <br />4'-6" LL 4'-6" LL <br />LF CB) <br />6-10" LL 6'-6" LL <br />F) <br />6-10" LL <br />(E ) MIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: Y4"= 1 '-0" <br />6,­ <br />_J <br />C14 <br />4=- <br />E�! <br />Co <br />21! <br />CI), <br />% ii-EWko Jlit <br />%** <br />N <br />ft Q:. t4 67 50 <br />:cc - <br />0 Z <br />4u <br />0 <br />09 <br />S1 0 14 N%I- <br />14#11;J111 a 110'%% <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 Florda Building Code - <br />Residential 7th Edition. 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