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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-Llntels 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 + 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 />is :;r; :�: :;i: :�i: .•; .•; A" <br />8F8-iB/lT 8F8-0B/1T 8RF6-0B/1T <br />rA <br />O O O O �•. <br />•- <br />O O O O <br />8RF1 18/1T 8RF14-0B/1T 8F16-OB/1T 8F16-16/1T 10 <br />j , • • El <br />© © © ® 8 20-0B/10T <br />8F44 1B/1T8F40 1B/1T 8RF4008/1T 8F321B/1T <br />FORM It GROUT SOUD <br />!. �:v!i <br />BAR CONr. <br />8F12-1B/1T <br />W" LINTEL DETAIL <br />SCALE = N.T.S. <br />i <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 <br />F 16- <br />B/ 1 T <br />a <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cT�' precast lintels = 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 />#5 REBAR <br />M IN. <br />AT REQ'D <br />(1) <br />L AR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° • <br />° <br />.M.U, <br />#5 REBAR AT TOP <br />w <br />•° <br />MIN. (1) REQ'D ° d 1-1/2" CLEAR <br />S <br />" <br />z <br />° <br />z <br />GROUT <br />D <br />to <br />c o <br />n <br />C.M.U. <br />5 REBAR AT <br />rn w <br />z <br />• <br />BOTTOM OF <br />r�i w - <br />W a <br />o <br />LINTEL CAVITY <br />ra�u <br />° X W \ 1 ' <br />OTTOM <br />f�1 ¢ (J O Q • <br />REINFORCING <br />a ¢ c <br />7.5/B"ACTUAL <br />PROVIDED IN <br />a LL O w ,- <br />5 REBAR AT BOTTO <br />8" N MINAL WIDTH <br />LINTEL <br />ai Red �° �, %° AS INDICATED <br />(VARIES) <br />8:8 <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 cementhiuos 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'-0" LL <br />5-10" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: Y4 r=1 r-0" <br />U <br />r`O o <br />Q <br />��ir �OrrESStnN <br />/'Will f 4; <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 />ResWential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />8 � <br />Lo c <br />8 <br />C II-S" � <br />LL <br />0(Ls[ <br />d) <br />0 <br />a <br />r�pN0 LL <br />J LL LL a <br />rn <br />1 4 <br />1 <br />W <br />�11 wo 0 <br />° O1 d a <br />L <br />a <br />N r,N, Z 0 Q <br />d L) con <br />Z <br />W <br />0O❑ <br />Z N M <br />Z <br />Z � <br />J <br />� N <br />13 <br />N <br />() <br />z n <br />Ur <br />•J <br />N LL <br />LU <br />w 8 <br />N <br />s <br />c <br />Q <br />� <br />r-- <br />Cn <br />cn <br />�w <br />Q <br />O <br />E L) <br />wLL <br />z0 <br />u <br />Z$ <br />laf n7 <br />C­ M <br />o <br />Z <br />C <br />C: <br />V� C <br />Yo <br />N <br />~ <br />a r <br />W <br />WC <br />5 <br />a; <br />J <br />�O <br />O <br />c� <br />L <br />1` <br />o <br />y <br />0) <br />Q <br />x <br />2 <br />O <br />CL <br />Cco m <br />o <br />rr(D <br />O <br />T <br />LO <br />,.� <br />t0 <br />2 04 <br />t- <br />Tv <br />00 <br />00 N <br />LO <br />T- <br />7, <br />e 0) <br />T <br />� T <br />C,)O <br />Z <br />m <br />Z <br />c <br />E (D <br />E <br />) <br />.. ai <br />ev'im <br />m <br />c <br />a <br />U � <br />Q p <br />_J <br />JOB <br />NO: <br />21-1070 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />