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_ _ i -I 1 : .1.. .!. ICI --. _._ tI' <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 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 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 verttcal (gravity and uplift) and horizontal (lateral) <br />loads shoud be checked for combine loading with the following equation: <br />Applied vertical load 4 Applied horizontal load / 1 •0 <br />a e vertical loci Safe horizontal load \- <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />101 <br />I : . I • MIN= <br />Imo_ �1 <br />C_ <br />&1WM.\ <br />■ No <br />■ ■ ■ ■ • I� • IV • ©• <br />No <br />■■ ■ ■ ■ ■ W <br />�It'�IIeC �IA�AI: EIA�1�E El�l'�E E1�1�E <br />MIN <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8 F 16- <br />B/ 1 T <br />U <br />a <br />60 <br />tNOMINAL. <br />QUANTITYOF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#S <br />MIN.. <br />RAT TOP <br />(1) (1) REQ'D <br />'CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° d <br />e O d <br />#5 REBAR AT TOP <br />= <br />e <br />° <br />M,U. <br />S4" <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />a <br />c <br />Z <br />° e <br />Z <br />d <br />° 4 <br />GROUT <br />F <br />n J a <br />° <br />Ln <br />C.M,U. <br />5 REBAR AT <br />= U) U, w <br />4 <br />BOTTOM OF <br />�- N Z W - - <br />O t; ,6 'I <br />o <br />LINTEL CAVITY <br />U,W <br />-BOTTOM <br />o it d O 1- L� _ <br />REINFORCING <br />¢ ¢ (7 m J <br />LL w <br />- <br />7-518"ACTUAL <br />PROVIDED IN <br />Z Ci Loo r <br />5 REBAR AT BOTTC <br />8" NOMINAL WIDTH <br />LINTEL <br />(VARIES) <br />Q =' Q g <br />r~n M a Ui _ <br />AS INDICATED <br />MATERIALS <br />__--16 GAUGE POWERS <br />1. c precast mtels = 3500 psi. <br />STEEL BOXED LINTEL <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 />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 <br />1. Refer to manufacturer's specifications for installation. <br />A <br />Prestressing strand per ASTM 416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 2701ow relaxation. <br />Refer to manufacturer's specifications. <br />wire per ASTMar <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Moo per ASTM C270 <br />Morttype M or S. y <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel plan/details for bottom steel required. <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />5. A bonding agent must be applied to the Steel Box lintels prior to <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 />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR <br />SIMPSON MSTAM36 STRAPS EACH STUD ((1) <br />STRAPS EACH SIDE) CENTERED W/ (13) 10d <br />NAILS & (8) Y4"x1 J" TAPCONS OR TITENS <br />"CENTER OF STRAP @ T/WALL TYP. U,N.O. <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y2" EPDXY ANCHOR OR Y" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN <br />T/WALL <br />IW^ <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = 1'-0" <br />O <br />8'-0" LL <br />O <br />4'-6" LL <br />(D <br />4'-6" LL <br />B <br />MIN. <br />6-8" LL <br />0 0 <br />13'-0" LL 6-10" LL <br />(OMIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-B <br />SCALE: Y4"=1'-O" <br />Cr2 <br />N <br />N <br />o <br />Z � w <br />c i cow-, camm <br />cc co x <br />ta- <br />N R C= - <br />d d <br />� ca •3 � <br />f6 °I u d <br />Clio M <br />Cc E <br />Cc o <br />tj <br />Z 'L6 <br />; ;G 6 <br />`-1 <br />ryry 9 <br />• � <br />IL <br />(� (� <br />'w <br />sn • � <br />!r�ofr�4tttet�tty�. <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 />Residential 7th Edition. 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