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-0 <br />2 <br />GV <br />-t� <br />N <br />0 <br />d <br />9 <br />N <br />LO <br />E <br />0 <br />c� <br />C) <br />N <br />N <br />I <br />I <br />ii <br />0 <br />cASi <br />rn <br />C <br />N <br />E <br />Lo <br />0 <br />L <br />CS <br />0 <br />L� <br />cl <br />w <br />O <br />r� <br />N <br />0 <br />0 <br />7 <br />14 <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 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.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 <1 - <br />Sa a vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />�•. ;ill : :' � : ; ji•,; . ; ji•,; , <br />$FS K) 8F8- T BRF B/1T <br />B L o 0 0 0 <br />8R 14-1B/1T 8RF14-0B/1T <br />8F44 I B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/1T <br />[MKILM <br />S <br />{ <br />U <br />7-0B/lT <br />8F16-1B11T <br />FORM & GROUT SOLID <br />O K' r u� <br />J <br />r c� <br />0 #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />iZLM <br />€ <br />I <br />E <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />l7 <br />St 16 - B/1 T <br />q <br />m <br />r <br />Z <br />tNOMINAL, tQUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />0 <br />HEIGHT <br />4� <br />4 ° 4 <br />d° <br />4 <br />4 �44 4 <br />° <br />° <br />-#5 REBAR <br />MIN. <br />AT TOP <br />(1) REO'D <br />-1/2' <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />GROUT <br />MIN. (1) RE= <br />J <br />' <br />1-112" CLEAR <br />5 REBAR AT <br />= 0 as w <br />a- <br />BOTTOM OF <br />LINTEL CAVITY <br />? <br />w O <br />OTTOM <br />REINFORCING <br />o cr ci O <br />a t.7 -� <br />t'— <br />L <br />PROVIDED IN <br />LINTEL <br />y t] ur <br />¢ b �a <br />5 REBAR AT BOTTC <br />)TH <br />(VARIES) <br />Wa AAS <br />INDICATED <br />MATERIALS <br />c� precast 15tels = 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 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 />7132 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 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 aALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />OF <br />4'-6" LL <br />LL <br />7'4' LL <br />MIN. <br />LL <br />LINTEL PLAN — ELEV—Al_ <br />SCALE: ,"_,.o <br />r <br />iV <br />O <br />0 0,p ,r — > <br />CL CL w �a <br />�. <br />,,ajt av <br />L <br />C E <br />P,it,����`° <br />, <br />Ail <br />a a. <br />N <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 2020 Florida Building Code - <br />Residentlal 7th Edition. 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