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I M <br />I. I J_" <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 1 T-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 Ileu 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 �� . O <br />Safe vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />T'j 1H!,jj:-5Ek! j1H1j1H:ij1H <br />IV <br />V uwb" 1 MA <br />Q 0 k A <br />8F441B/1T8F401B/1T 8RF40OB/1T 81`321B/1T <br />FORM dr GROUT SOLID <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />i <br />E E <br />3 <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @BOTTOM <br />OF LINTEL CAVITY <br />Q <br />8F16- <br />B/1T <br />U <br />a <br />ro <br />m <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cT� pr�(;ntels = 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 />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />G a -1/2" <br />LEAK <br />A a <br />a <br />G .M.U. <br />a� <br />e <br />a <br />1 A a n GROU1 <br />5 REBAR AT <br />BOTTOM OF <br />LINTEL CAVITY <br />0 <br />-BOTTOM <br />REINFORCING <br />7-5/8"ACTUAL e PROVIDED IN <br />' NOMINAL WIDTH LINTEL <br />(VARIES) <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 />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D 1-1/2" CLEAR <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />O <br />8'-8" LL <br />LL <br />J <br />N <br />V) <br />w u'j 0 <br />C.M.U. <br />• <br />�' <br />q <br />F <br />O <br />3'-8" LL <br />wH. <br />U CO Z <br />Z��Wu'r <br />Q : b <br />5 REBAR AT BOTTOM <br />AS INDICATED <br />� ¢ a v <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 planidetails 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 @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />9'-0" LL <br />O MIN. <br />17'-4" LL <br />LINTEL PLAN -A <br />SCALE: Y4"=1'-O" <br />c <br />N <br />o <br />-o - <br />N W <br />Ito <br />Z <br />0 <br />`° m <br />N A O �- <br />N t <br />N <br />4 dCID <br />°) <br />> o _ a <br />m u . co <br />� 3 <br />c -' u tea+ <br />o <br />d <br />eaCC <br />c E <br />o <br />� u <br />i <br /><u <br />d�_.. <br />O, <br />JAB` <br />°�••- <br />�L 0� <br />�9 <br />SS1o14P"- <br />rfrl�r�•':l�arlit4iil.��t'`ak <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 Florida Building Code - <br />Residential 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 />0 <br />H <br />Q <br />o CN $ <br />O <br />4U-, co0 Co S <br />y0 <br />•/ <br />C` 4 J <br />tl! <br />Q <br />M T # " <br />J W W <br />Z <br />0 <br />0 <br />J�LLL o- <br />_ w <br />mCrn a <br />O <br />W <br />���Z m W <br />Z <br />IL <br />� N Z Q J <br />ZN <br />OU � U <br />W <br />❑❑ <br />Z N M <br />o M <br />Z � <br />Z n rid <br />J <br />rz <br />V1 <br />z <br />C1 <br />v <br />(D <br />j� <br />4-) <br />M <br />N <br />m <br />0 <br />��g <br />CLL' <br />O <br />wJ01116. <br />V) <br />c " <br />N <br />� <br />U)§ <br />U <br />w <br />' <br />J <br />~_ E <br />L <br />I <br />C.) 0 1S <br />Y <br />=� <br />• <br />Q <br />o <br />�< <br />w <br />CC) <br />M <br />J <br />¢ <br />Q <br />Z <br />G <br />Q <br />w <br />C <br />m <br />rz 0 u <br />E � <br />z o <br />w z <br />> N <br />Q O <br />z <br />oa <br />F_ to <br />,3 <br />a <br />�o <br />F <br />U o <br />Z <br />� <br />coo <br />2 <br />�w <br />J <br />co <br />a o <br />= <br />a <br />O U <br />co g <br />m o <br />Z <br />z'U <br />m <br />�J J <br />"m <br />b <br />'aw <br />z <br />W <br />3 <br />8 � <br />F <br />�� <br />Qo <br />ZO <br />�w <br />�z <br />�� <br />�3 <br />o <br />wp <br />>_ <br />-0 <br />Cn <br />v <br />z <br />a <br />03 <br />0 <br />O 2 <br />= <br />LO <br />CC <br />O <br />0 <br />� <br />N <br />CO <br />N <br />o <br />ul <br />O <br />N <br />o <br />,F, <br />CM <br />M <br />O <br />N <br />LO <br />r <br />Q <br />O <br />r <br />pipp N <br />E <br />N <br />z <br />z <br />3 <br />E O <br />y <br />a <br />E <br />U <br />:3 <br />Q p <br />JOB <br />NO: <br />23-00508 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />